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HomeMy WebLinkAboutPear Street Booster Station_2020 RECORD DRAWINGSL a y o u t : 2 2 x 3 4 PR E P A R E D F O R : AE 2 S P r o j e c t N o : R E C O R D D R A W I N G S Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c. 1 2 2 8 N 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 (t ) 4 0 6 -21 9 -26 3 3 ( f ) 4 0 6 -21 9 -26 3 5 w w w . a e 2 s . c o m CE R T I F I C A T I O N CIVIL ENGINEER Advanced Engineering and Environmental Services, Inc Certification Of Individual Project Design Disciplines Are Included On Their Individual Drawings, Respectively. EN G I N E E R I N G T E A M CIVIL ENGINEER Advanced Engineering and Environmental Services, Inc. PROCESS ENGINEER Advanced Engineering and Environmental Services, Inc. ELECTRICAL ENGINEER Advanced Engineering and Environmental Services, Inc. MECHANICAL ENGINEER Karges-Faulconbridge, Inc. I & C ENGINEER Advanced Engineering and Environmental Services, Inc. 1 2 2 8 N 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 (t ) 4 0 6 -21 9 -26 3 3 ( f ) 4 0 6 -21 9 -26 3 5 w w w . a e 2 s . c o m CI T Y C O M M I S S I O N CYNDY ANDRUS CHRIS MEHL I-HO POMEROY JEFF KRAUSS TERRY CUNNINGHAM MAYOR DEPUTY MAYOR COMMISSIONER COMMISSIONER COMMISSIONER B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 7 : 1 8 : 2 3 A M PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N P0 5 0 9 7 - 2 0 1 7 - 0 1 6 AP R I L 2 0 2 0 RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 7 : 1 8 : 2 3 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD INDEX OF DRAWINGS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION G2 GE N E R A L D R A W I N G S DW G DE S C R I P T I O N G1 C O V E R G2 I N D E X O F D R A W I N G S G3 L O C A T I O N M A P PR O C E S S D R A W I N G S DW G DE S C R I P T I O N P1 P R O C E S S L E G E N D A N D A B B R E V I A T I O N S P2 D E M O L I T I O N - P L A N V I E W P3 D E M O L I T I O N - S E C T I O N V I E W S P4 D E M O L I T I O N - I S O M E T R I C V I E W S P5 P R O P O S E D I M P R O V E M E N T S - P L A N V I E W P6 P R O P O S E D I M P R O V E M E N T S - S E C T I O N V I E W S P7 P R O P O S E D I M P R O V E M E N T S - I S O M E T R I C V I E W S P8 E Q U I P M E N T A N D V A L V E S C H E D U L E S P9 P R O C E S S D E T A I L S EL E C T R I C A L D R A W I N G S DW G DESCRIPTION E1 E L E C T R I C A L S Y M B O L S A N D A B B R E V I A T I O N S E2 E L E C T R I C A L D E M O L I T I O N P L A N E3 D E M O L I T I O N I M A G E S E4 D E M O L I T I O N O N E - L I N E D I A G R A M E5 E L E C T R I C A L P R O C E S S P L A N E6 L I G H T I N G A N D G E N E R A L P O W E R A N D H V A C P L A N E7 P A N E L L A Y O U T A N D N E T W O R K D I A G R A M E8 I M P R O V E M E N T S O N E - L I N E D I A G R A M E9 P U M P V F D S C H E M A T I C E1 0 T Y P I C A L W I R I N G D I A G R A M S E1 1 V A R I O U S S C H E D U L E S E1 2 C O N T R O L P A N E L I O S C H E D U L E E1 3 V A R I O U S D E T A I L S E1 4 C A B L E A N D C O N D U I T S C H E D U L E I & C D R A W I N G S DW G DE S C R I P T I O N IC 1 P R O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M S Y M B O L S A N D AB B R E V I A T I O N S IC 2 P E A R S T R E E T B O O S T E R S T A T I O N IC 3 E L E C T R I C A L E Q U I P M E N T ME C H A N I C A L D R A W I N G S DW G DE S C R I P T I O N M1 M E C H A N I C A L C O V E R P A G E M2 M E C H A N I C A L D E M O L I T I O N P L A N M3 M E C H A N I C A L F L O O R P L A N M4 M E C H A N I C A L D E T A I L S M5 M E C H A N I C A L S C H E D U L E S CI V I L D R A W I N G S DW G DE S C R I P T I O N C1 C O N S T R U C T I O N I S O L A T I O N A N D F L U S H I N G P L A N C2 E X T E R I O R I M P R O V E M E N T S P L A N C3 P U M P P A D A N D W A L L F U R R I N G D E T A I L S 2 OF 3 L I N C O L NF L A T H E A D G L A C I E RT O O L EL I B E R T YH I L LB L A I N EP H I L L I P S V A L L E Y D A N I E L S S H E R I D A N R O O S E V E L T R I C H L A N D D A W S O N W I B A U X P R A I R I E F A L L O N C A R T E R P O W D E R R I V E R C U S T E R M C C O N E B I G H O R N T R E A S U R EY E L L O W S T O N EC A R B O N S T I L L W A T E R S W E E TG R A S SP A R K G A L L A T I NM A D I S O NB E A V E R H E A D R A V A L L I G R A N I T ED E E RL O D G ES I L V E RB O W J E F F E R S O N B R O A D W A T E R M E A G H E RW H E A T L A N DG O L D E NV A L L E Y M U S S E L S H E L LR O S E B U D G A R F I E L DP E T R O L E U M F E R G U SJ U D I T HB A S I N C A S C A D E L E W I SA N DC L A R K C H O U T E A UT E T O N P O N D E R AL A K EM I S S O U L A M I N E R A L S A N D E R SP O W E L LPROJECT LOCATION N H R O T 1G3PROJECT LOCATION MAPGALLATIN COUNTY N H R O T 2 G 3 V I C I N I T Y M A P B O Z E M A N , M O N T A N A N H R O T 3G3AERIAL MAP1202 PEAR ST, BOZEMAN, MT 59715 BOZEMAN P R O J E C T L O C A T I O N P E A R S T R E E T B O O S T E R S T A T I O N B O Z E M A N P R O J E C T L O C A T I O N P E A R S T R E E T B O O S T E R S T A T I O N File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\00-General\Plan Sheets\GI_Location_Map.dwgLast Saved: By: Twila Kemp Date: Friday, May 15, 2020 7:01:59 AMPlotted: By: Twila Kemp Date: Friday, May 15, 2020 Layout: GI_LOC_01 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Envi r o n m e n t a l S e r v i c e s , I n c . l 1 0 5 0 E M a i n S t S t e 2 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m r ECORD DR A WI NG ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THEBEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA LOCATION MAP R E C O R D C S D R N W B J V A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 G 3 3 3 US I-90E TAMARACK ST P E A R S T N W A L L A C E A V E L S T R E E T File: C:\Users\cdunn\Desktop\GI_Exhibit_ASB.dwgLast Saved: By: Carl Dunn Date: Thursday, May 14, 2020 1:56:05 PMPlotted: By: Carl Dunn Date: Thursday, May 14, 2020 Layout: Layout1 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Envir o n m e n t a l S e r v i c e s , I n c . l 1 0 5 0 E M a i n S t S t e 2 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA CONSTRUCTION ISOLATION & FLUSHING PLAN R E C O R D C S D N R W B J V A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 C 1 3 1 P E A R S T B O O S T E R S T A T I O N C O N S T R U C T I O N N O R T H V 1 C O N S T R U C T I O N I S O L A T I O N P L A N O P E N ( P E R N O R M A L O P E R A T I O N S ) C L O S E D C L O S E D C L O S E D O P E N C L O S E D O P E N ( P E R N O R M A L O P E R A T I O N S ) I N S E R V I C E O U T O F S E R V I C E ( N O T I F Y F I R E D E P T . ) I N S E R V I C E V 1 V 2 V 3 V 4 V 5 V 6 V 7 H 1 H 2 H 3 G E N E R A L N O T E S 1 . C O O R D I N A T E V A L V E O P E N I N G & C L O S U R E S W I T H C I T Y O F B O Z E M A N 4 8 H O U R S I N A D V A N C E 2 . V I E W I N T E R A C T I V E I N F R A S T R U C T U R E V I E W E R M A P A T F O L L O W I N G U R L : H T T P S : / / W W W . B O Z E M A N . N E T / G O V E R N M E N T / G I S - M A P P I N G V 2 V 3 V 4 V 5 V6V7 H 1 H3 H 2 P O S T - C O N S T R U C T I O N F L U S H I N G P L A N : F - 1 F L U S H I N G S E Q U E N C E 1 - D I S C H A R G E F L U S H @ H 3 C L O S E D O P E N O P E N O P E N C L O S E D ( P E R I S O P L A N ) C L O S E D O P E N ( P A R T I A L L Y ) O P E N O P E N C Y C L E S P U M P S 1 - 3 T O F L U S H A L L D I S C H A R G E L I N E S . C L O S E H 1 W H E N P U M P S A R E R U N N I N G . V 7 H 3 V 6 V 5 V 4 V 3 H 1 V 2 V 1 P O S T - C O N S T R U C T I O N F L U S H I N G P L A N : F - 2 F L U S H I N G S E Q U E N C E 2 - B A C K F L O W P R V F L U S H @ H 1 O P E N ( P A R T I A L L Y ) T U R N O F F P U M P S C L O S E D O P E N ( F U L L Y ) C L O S E D C L O S E D C L O S E D ( P E R F - 1 ) C L O S E D ( P E R F - 1 ) O P E N ( P E R F - 1 ) O P E N ( P E R F - 1 ) O P E N ( P E R F - 1 ) O P E N H 1 V 1 H 1 H 3 H 2 V 4 V 3 V 5 V 6 V 2 V 7 H 1 V 2 V 3 C O N T R A C T O R S T A G I N G A R E A R E P A I R E D E X I S T I N G 4 " C L A Y D R A I N P I P E T H A T W A S D A M A G E D D U R I N G C O N S T R U C T I O N W I T H F E R N C O F I T T I N G . R EC OR D D R A W I N G ENGINEER'S CERTIFICATE OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. 1 4 2 55 66 8 7 3 S L O P E 4 ' - 6 " 8'- 0 " 4'- 0 " 4 ' - 0 " 10 2 . 1 1 0 1 . 1 1 S L O P E 4'- 0 " 4 ' - 0 " DOOR SCHEDULE NOTES 1. VERIFY DOOR AND FRAME SIZE WITH EXISTING CONDITI ONS & SUBMIT SHOP DRAWING FOR ENGINEER REVIEW OF DOOR, FRAME AND HARDWARE. 2. 7'-0" x 7'-0" INSULATED HOLLOW METAL DOUBLE DO OR W/ REMOVABLE CENTER MULLION AND FRAME -SEE SPECS FOR ADDITIONAL INFORMATION 3. LOCKS WILL BE KEYED TO OWNER EXISTING KEYWAY IF REQUESTED 4. SEE DOOR SCHEDULE IN SECTION 08 71 00. 5. WHERE DOOR OR ACCESS FRAMES COME IN CONTACT WITH CONCRETE, PROVIDE A BITUMINUS ISOLATION COATING 6. INSTALL FRAME WITH A MINIMUM OF 4 BUTTERFLY ANCH ORS PER JAMB AND 4 FLATHEAD SLEEVE ANCHOR BOLTS AT HEAD AND THRESHOLD OR AS SPECIFIED BY MANUFACTURER. CONTRACTOR TO VERIFY DEPTH WHEN ORDERING FRAME. IMPROVEMENT NOTES DEMO EXISTING CONCRETE EROSION CONTROL PAD AND REPLACE WITH NEW 4'-0" x 4'-0" X 6" PRECAST CONCRET E EROSION CONTROL PAD. CENTER UNDER NEW SURGE DISCHARGE LINES. DRILL AND EPOXY TO FOUNDATION WALL WITH HILTI HY 200 EPOXY W/ 6" MINIMUM EMBED. INCLUDE EXPANSION JOINT BETWEEN FOUNDATION AND SLAB. SEAL JOINTS WITH JOINT SEALANT. SLOPE AWAY FROM BUILDING AT 2% GRADE DEMO EXISTING CONCRETE STOOP AT SINGLE DOOR ENTRANCE. REPLACE WITH NEW STOOP AS DETAILED IN 2/C2. STOOP PLAN DIMENSIONS: 4'-6" X 8'-0"'. ASSUM E EXISTING FOOTING IS 5'-0" BELOW GRADE. PROTECT EXISTING KEY LOCK BOX FOR EMERGENCY RESPONSE. COORDINATE KEYS WITH NEW LOCKS AS NEEDED. SEE DEMO NOTE 25 ON P2; INSTALL LINTEL PER DETAIL 3/C2; SEE DOOR SCHEDULE NOTES ON C2, DOOR SCHEDULE IN SECTION 08 71 00, AND DOOR SCHEDULE NOTES. PROTECT EXISTING EXTERIOR LIGHTING AND ELECTRICAL. PROTECT EXISTING EXTERIOR SURVEILLANCE CAMERA/EQUIPMENT. SALVAGE EXISTING UBIQUITY RADIO ANTENNA FROM TOP OF BUILDING AND REPLACE PER DETAIL 1/E12. COORDINATE INSTALLATION W/ OWNER & ENGINEER TO MATCH EXISTING LINE OF SITE COMMUNICATION. YAGI SERIAL ANTENNA: SEE ELECTRICAL SHEETS 1 2 3 4 5 6 7 8 EX I S T I N G CO N C R E T E W A L L AN D F O O T I N G 3/ 8 " x 1 8 " @ 1 2 " o / c SM O O T H D O W E L TO W A L K 4" V O I D F O R M FF E SE E P L A N 1 / 2 " S L O P E 7 1 / 2 " #4 @ 1 2 " o / c W / ST D H O O K E D EN D S B O T H W A Y S CO N T I N U E S L A B I F NO S I D E W A L K CO N T I N U O U S L 4 x 4 x 1 / 4 GA L V , W / 3 / 8 " D I A x 5 " KW I K H U S @ 1 6 " o / c 1/2 " J O I N T S E A L A N T DR I L L A N D E P O X Y AN C H O R W / H I L T I H Y 20 0 ( 5 " M I N E M B E D ) (2 ) # 5 C O N T #4 @ 1 2 " o / c DO W E L 3" C L R 1 1 EX I S T I N G 8 " C M U / CO N C R E T E W A L L L6 x 6 x 3 / 8 " G A L V A N I Z E D B E A R IN T O E X I S T I N G B E D J O I N T S 8 " BE Y O N D R O U G H O P E N I N G DR I P E D G E TO O P E N I N G SE E D O O R S C H E D U L E RE P L A C E T O M A T C H EX I S T I N G W I T H N E W 2 " IN T E R I O R I N S U L A T I O N A N D 1/2 S H E E T R O C K F I N I S H SH O R E A N D S A W C U T EX I S T I N G C M U DO O R F R A M E SE A L A N T A N D B A C K E R RO D E A C H S I D E DE M O E X I S T I N G I N S U L A T I O N AN D S H E E T R O C K 1 2 " M I N PA S T D O O R F R A M E 3/8 " D I A x 5 " K W I K H U S @ 1 6 " o/c M A X -GR O U T F I L L C M U BL O C K S A S N E E D E D SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com W : \ B \ B o z e m a n \ P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 P e a r S t r e e t B o o s t e r S t a t i o n R e h a b \ C A D D w g s \ 0 2 - S t r u c t u r a l \ R e v i t \ B o z e m a n P e a r S t B o o s t e r S t a t i o n _ S _ v 1 8 . r v t 5 / 1 5 / 2 0 2 0 7 : 1 5 : 3 0 A M APRIL 2020 P05097-2017-016 NRW BJV KDE RECORD GENERAL CONSTRUCTION NOTES & EXTERIOR IMPROVEMENT PLAN BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION C2 2 of 3 C2 1 EX T E R I O R I M P R O V E M E N T P L A N C2 2 NE W S T O O P @ E X I S T I N G C2 3 CM U W A L L L I N T E L @ E X I S T I N G C M U 12 " 6" 0 1' 2' 3' 12 " 6" 0 1' 2' 3' 12 " 6" 0 1' 2' 3' SA W C U T V E R I F Y EX T E N T W / E O R EX I S T I N G C O N C R E T E FL O O R NE W P U M P P A D FO U N D A T I O N SE A L A N T A N D BA C K E R R O D 1 ' - 0 " A C H I E V E P U M P C L A S R E Q U I R E D T O 3 " C L R 3" C L R 1'- 0 " M I N #5 @ 6 " o / c #5 V E R T @ 1 2 " o / c W / D R I L L AN D E P O X Y W / H I L T I H Y 2 0 0 (6 " M I N E M B E D ) EX I S T I N G C O N C R E T E FL O O R . -SA W C U T VE R I F Y E X T E N T W / E O R C3 1 3/4 " C H A M F E R CO M P A C T E D 3 / 4 " MIN U S S U B G R A D E (8 " M I N ) #5 @ 1 2 " o / c E A C H W A Y 1'-0" MIN SAWCUT EXISTING CONCRETE VERIFY EXTENT WITH EOR #5 @ 12" o/c VERT #5 @ 6" o/c HORIZ #5 "U" BENT BARS W/ 2'-0" BEND @ 6" o/c 2 C3 2x 6 T R E A T E D L U M B E R WA L L H E A D E R FR P L I N E R P A N E L 1/2 " S T A N D A R D DR Y W A L L RU B B E R B A S E T R I M EX I S T I N G C M U W A L L 2" R I G I D F O A M I N S U L A T I O N 2x 4 T R E A T E D L U M B E R WA L L F U R R I N G A N C H O R WI T H A N C H O R B O L T S DR I L L E D I N T O C M U W A L L SP A C E A N C H O R S 1 8 " o / c C O N C T R A C T O R ( A P P R O X 7 2 " A B O V E F F E P R O V I D E 6 " H E A D E R B O A R D T O S U P P O R T E L E C T R I C A L P A N E L S . C O O R D I N A T E E L E V A T I O N W / E L E C T R I C A L DR Y W A L L / A N D O R F R P L I N E R P A N E L SP A C E E V E N L Y O N - C E N T E R T O A C C O M O D A T E ST A N D A R D W I D T H O F R I G I D F O A M I N S U L A T I O N SU P P O R T 6 " H E A D E R WI T H A N C H O R B O L T S DR I L L E D I N T O C M U W A L L . SP A C E E V E N L Y A L O N CE N T E R -LIN E 1 6 " o / c SE C T I O N A -A AA EX I S T I N G C M U W A L L EL E V A T I O N SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com W : \ B \ B o z e m a n \ P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 P e a r S t r e e t B o o s t e r S t a t i o n R e h a b \ C A D D w g s \ 0 2 - S t r u c t u r a l \ R e v i t \ B o z e m a n P e a r S t B o o s t e r S t a t i o n _ S _ v 1 8 . r v t 5 / 1 5 / 2 0 2 0 7 : 1 5 : 3 0 A M APRIL 2020 P05097-2017-016 BJV BJV KDE RECORD PUMP PAD AND WALL FURRING DETAILS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION C3 3 of 3 C3 1 EX P A N S I O N J O I N T D E T A I L C3 2 EQ U I P M E N T P A D S E C T I O N C3 3 PU M P P A D P L A N V I E W 0 1' 12 " 6" 12 " 6" 0 1' 2' 3' 12 " 6" 0 1' 2' 3' C3 4 WA L L F U R R I N G D E T A I L 12 " 6" 0 1' 2' 3' N HROT REF: 12" 0 2' 4' 6' 8' 10'12" 0 2' 4' 6' 8' 10'SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 1 6 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD PROCESS LEGEND AND ABBREVIATIONS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P1 1 OF 9 1 #### P34, P35 GALLERY LEVEL PLAN 1 #### 1 #### DETAIL TITLE DRAWING, SECTION, AND DETAIL CONVENTIONS DRAWING SYMBOLS LEGEND EL 1 8 8 1 . 2 5 FL O O R EL 1 8 8 3 . 7 5 ℄24 " P I P E EL 1 8 8 1 . 2 5 FL O O R 1 11 SH E E T B A C K R E F E R E N C E NORTH IDENTIFICATION TAG BREAKLINE (OBJECT CONTINUES, DRAWING ENDS) ELEVATION & LOCATION IN SECTION VIEW FLOOR, WALL, OR SURFACE ELEVATION DR A W I N G N U M B E R SH E E T W H E R E D R A W N ELEVATION & LOCATION IN SECTION VIEW CENTERLINE ELEVATION IDENTIFICATION TAG - CONSTRUCTION NOTE CONSTRUCTION NOTE IDENTIFICAITON TAG WILL BE PLACED AT THE NEAREST POSSIBLE LOCATION TO THE WORK IT IS DESCRIBING. IDENTIFICATION TAG - DEMOLITION NOTE DEMOLITION NOTE ID TAG WILL BE PLACED AT THE NEARES T POSSIBLE LOCATION TO THE WORK IT IS DESCRIBING. DE T A I L N U M B E R SH E E T W H E R E D R A W N DR A W I N G N U M B E R SH E E T W H E R E D R A W N DEMOLITION AND / OR HATCH DESIGNATION ALL ITEMS SHOWN ON DEMOLITION SPECIFIC DRAWINGS HAV ING THIS TYPE OF HATCHING SHALL BE DEMOLISHED AND / OR SALVAGED ACCORDING TO CORRESPONDING DEMOLITION NOTES. IDENTIFICATION TAG - SCHEDULE NOTE FOR PIPE, FITTING S, OR EQUIPMENT GR A P H I C S C A L E EXISTING ELEVATION & LOCATION IN SECTION VIEW FLOOR, WALL, OR SURFACE ELEVATION GR A P H I C S C A L E SECTION CUT DRAWING TITLE DETAIL TITLE GE N E R A L N O T E S 1. PR O C E S S I T E M S I D E N T I F I E D O N D R A W I N G S S H A L L B E N E W A ND FU R N I S H E D A N D I N S T A L L E D U N L E S S O T H E R W I S E N O T E D . 2. CO N T R A C T O R S H A L L N O T E T H A T A D D I T I O N A L C O N S T R U C T I O N NO T E S M A Y B E I N C L U D E D O N I N D I V I D U A L D R A W I N G S . 3. AE 2 S P R O C E S S D R A W I N G S A R E I N T E N D E D T O B E R E P R O D U C E D I N CO L O R T O A S S I S T I N I D E N T I F Y I N G P R O C E S S P I P I N G A N D S EL E C T IT E M S . A E 2 S A S S U M E S N O L I A B I L I T Y F O R C O N T R A C T O R S CH O O S I N G TO R E P R O D U C E T H E S E D R A W I N G S I N B L A C K A N D W H I T E O R A T A SC A L E W H I C H R E D U C E S L E G I B I L I T Y . 4. DI M E N S I O N S A N D E L E V A T I O N S S H O W N O N D R A W I N G S A R E F O R BID D I N G P U R P O S E S O N L Y . C O N T R A C T O R I S R E S P O N S I B L E F OR FIE L D V E R I F I C A T I O N O F A L L D I M E N S I O N S A N D E L E V A T I O N S P R I O R T O CO N S T R U C T I O N . 5. IN F O R M A T I O N R E G A R D I N G T H E E X I S T I N G C O N D I T I O N S W A S OB T A I N E D F R O M S U R V E Y D A T A A N D P R E L I M I N A R Y F I E L D IN V E S T I G A T I O N S . A L L E X I S T I N G A N D P R O P O S E D C O N D I T I O NS S H A L L BE F I E L D V E R I F I E D B Y C O N T R A C T O R P R I O R T O A N Y C O N S T R UC T I O N . 6. CO N T R A C T O R S H A L L P R O T E C T A D J A C E N T M A T E R I A L S A N D EQ U I P M E N T ( N O T S C H E D U L E D F O R R E M O V A L ) F R O M D A M A G E TH R O U G H O U T T H E C O N S T R U C T I O N P H A S E O F T H E P R O J E C T . AL L DA M A G E D I T E M S S H A L L B E R E P A I R E D O R R E P L A C E D W I T H N O AD D I T I O N A L C O S T T O T H E O W N E R . 7. EN G I N E E R A N D / O R O W N E R R E S E R V E S T H E R I G H T T O I N S T R U C T CO N T R A C T O R T O S A L V A G E S E L E C T E D D E M O L I T I O N I T E M S W H I CH TH E O W N E R W I L L R E T A I N O N C E R E M O V E D . 8. AC C E S S T O E X I S T I N G P L A N T A R E A S W H E R E W O R K I S T O B E PE R F O R M E D M A Y B E L I M I T E D . C O N T R A C T O R I S R E S P O N S I B L E T O AS S E S S A C C E S S I B I L I T Y B E F O R E P U R C H A S I N G E Q U I P M E N T A N D PR O C E S S C O M P O N E N T S T O A S S U R E A B I L I T Y T O I N S T A L L . 9. CO O R D I N A T E A L L E L E C T R I C A L W O R K W I T H E L E C T R I C A L CO N T R A C T O R . 10 . NO T A L L E Q U I P M E N T , P I P I N G , A C T U A T O R S , C O N D U I T S , P L U MB I N G , ET C . I S S H O W N . C O N T R A C T O R I S R E S P O N S I B L E F O R V E R I F IC A T I O N (L O C A T I O N S ) , R E M O V A L , M O D I F I C A T I O N , R E L O C A T I O N , RE - I N S T A L L A T I O N , E T C . O F A L L M I S C E L L A N E O U S E Q U I P M E N T P I P I N G , CO N D U I T , P L U M B I N G , E T C . R E Q U I R E D T O A C C O M M O D A T E T H E IN S T A L L A T I O N O F I M P R O V E M E N T S . 11 . N O T A L L P I P E H A N G E R S A N D S U P P O R T S A R E S H O W N O N T HE DR A W I N G S . C O N T R A C T O R S H A L L F I E L D L O C A T E P I P E S U P P OR T SP A C I N G , L A Y O U T , A N D T Y P E T O A V O I D I N T E R F E R E N C E S . SE E SP E C I F I C A T I O N S F O R M A X I M U M S P A C I N G . E N G I N E E R S H A L L AP P R O V E P I P E S U P P O R T L A Y O U T S P R I O R T O C O N S T R U C T I O N . I T I S TH E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O E N S U R E T H A T A L L PIP I N G I S A D E Q U A T E L Y A N C H O R E D A N D S U P P O R T E D T O P R E V EN T EX C E S S M O V E M E N T D U R I N G T E S T I N G A N D O P E R A T I O N O F P I P IN G . 12 . TH E C O N T R A C T O R S H A L L A S S U M E F U L L R E S P O N S I B I L I T Y F O R A N Y AD D I T I O N A L C O S T S W H I C H M A Y R E S U L T F R O M U N A U T H O R I Z E D DE V I A T I O N S F R O M T H E C O N T R A C T D O C U M E N T S . 13 . A L L A P P L I C A B L E F E D E R A L , S T A T E , A N D L O C A L L A W S A N D OR D I N A N C E S S H A L L B E A D H E R E D T O T H R O U G H O U T T H E CO N S T R U C T I O N P R O J E C T . 14 . S T A N D A R D D E T A I L S A R E I N T E N D E D T O S H O W G E N E R A L D E SI G N CO N C E P T S . R E F E R T O T H E S P E C I F I C S T R U C T U R E D R A W I N G S F O R DI M E N S I O N S A N D S I Z E S . 15 . SIZ E O F F I T T I N G S A N D V A L V E S S H A L L C O R R E S P O N D T O T H E S I Z E O F AD J A C E N T P I P I N G . J O I N T S A N D F I T T I N G M A T E R I A L S H A L L B E A S SH O W N F O R A D J A C E N T P I P I N G . 16 . P R O V I D E P R O P E R P L U G S , C A P S , B L I N D F L A N G E S , A N D R ES T R A I N T S WH E N A N Y P I P I N G I S T E R M I N A T E D . V E R I F Y S I Z E W I T H A D J AC E N T PIP I N G A N D F I T T I N G S . 17 . C O N T R A C T O R S H A L L P R O V I D E A L L T R A N S I T I O N F I T T I N G S A N D AP P U R T E N A N C E S R E Q U I R E D F O R T R A N S I T I O N S B E T W E E N DI F F E R E N T P I P E M A T E R I A L S A N D J O I N T T Y P E S . 18 . AL L S U B M E R G E D A N C H O R B O L T S , N U T S , F A S T E N E R S , E T C . , SH A L L B E 30 4 S T A I N L E S S S T E E L U N L E S S O T H E R W I S E N O T E D . 19 . AL L P I P I N G B E N E A T H F L O O R S L A B S H A L L H A V E R E S T R A I N E D J O I N T S . 20 . US E O F U N I - F L A N G E S S H A L L O N L Y B E A L L O W E D W I T H P R I O R AP P R O V A L O F E N G I N E E R . 21 . AL L P R O D U C T S T H A T M A Y C O M E I N T O C O N T A C T W I T H W A T E R IN T E N D E D F O R P U B L I C W A T E R S Y S T E M S S H A L L M E E T A M E R I C AN NA T I O N A L S T A N D A R D I N S T I T U T E ( A N S I ) A N D N A T I O N A L S A N IT A T I O N FO U N D A T I O N ( N S F ) S T A N D A R D 6 1 . A P R O D U C T W I L L B E C O NS I D E R E D AS M E E T I N G T H I S S T A N D A R D I F C E R T I F I E D B Y N S F , T H E UN D E R W R I T E R S L A B O R A T O R I E S ( U L ) O R O T H E R O R G A N I Z A T I O NS AC C R E D I T E D B Y A N S I T O T E S T A N D C E R T I F Y S U C H P R O D U C T S. PR O D U C T S H A L L B E S T A M P E D O R H A V E A N A T T A C H E D P E R M A N EN T LA B E L . P I P E S S H A L L H A V E T H E L A B E L O R S T A M P A L O N G T HE F U L L LE N G T H O F T H E P I P E . 22 . TH E P R O C E S S D R A W I N G S I N D I C A T E R E Q U I R E D P I P E S I Z E S , EL E V A T I O N S , A N D T H E E X T E N T A N D G E N E R A L A R R A N G E M E N T FO R PR O C E S S P I P I N G A N D E Q U I P M E N T . P R I O R T O T H E F A B R I C A TI O N O R IN S T A L L A T I O N O F A N Y P I P I N G O R E Q U I P M E N T T H E C O N T R A C TO R SH A L L C O N S U L T A L L D R A W I N G S A N D C O N S T R U C T I O N T R A D E S TO AC Q U A I N T S E L F W I T H T H E M A T E R I A L S , F I N I S H E S , A N D L O C AT I O N S O F EX I S T I N G A N D N E W C E I L I N G S , S T R U C T U R A L M E M B E R S , P I P E S, DU C T S , L I G H T I N G F I X T U R E S , C O N D U I T S , E T C . W H I C H M A Y AF F E C T TH E I N S T A L L A T I O N . C O O R D I N A T E T H E W O R K W I T H O T H E R T RA D E S AN D M A K E M O D I F I C A T I O N S I N L A Y O U T T O A V O I D C O N F L I C T WI T H T H E WO R K O F O T H E R T R A D E S . 23 . V E R I F Y F I N A L V A L V E O P E R A T O R / A C T U A T O R O R I E N T A T I ON WI T H EN G I N E E R . 24 . F L O O R S , W A L L S , C E I L I N G S , R O O F S , S T A I R W A Y S , D O O R S , A N D WI N D O W S A R E S H O W N F O R R E F E R E N C E O N L Y . R E F E R T O ST R U C T U R A L A N D A R C H I T E C T U R A L D R A W I N G S F O R S P E C I F I C S , A S AP P L I C A B L E . 25 . R E F E R T O C I V I L , A R C H I T E C T U R A L , S T R U C T U R A L , M E C H A NI C A L , A N D EL E C T R I C A L D R A W I N G S F O R A D D I T I O N A L W O R K T O B E P E R F O RM E D AN D C O O R D I N A T I O N I N F O R M A T I O N , A S A P P L I C A B L E . 26 . NO T A L L P I P I N G F L O O R A N D W A L L P E N E T R A T I O N S A R E S H O W N. CO N T R A C T O R I S R E S P O N S I B L E F O R P R O V I D I N G T H E P R O P E R PE N E T R A T I O N I N C L U D I N G C O N C R E T E C O R I N G , F L O O R S L E E V E S, LIN K - T Y P E S E A L S , C A U L K I N G , A N D G R O U T I N G . PR O C E S S P I P I N G L E G E N D PR O C E S S P I P I N G C O L O R L E G E N D CH E M I C A L P I P I N G C O L O R L E G E N D EX I S T I N G P I P E FL A N G E D P I P E ME C H A N I C A L J O I N T P I P E 90 ° B E N D CL A R I F I E D W A T E R NO N - P O T A B L E W A T E R CO M P R E S S E D A I R SL U D G E FIL T E R E F F L U E N T CH L O R I N E DR A I N / O V E R F L O W / M I S C BA C K W A S H W A S T E AM M O N I A FL U O R I D E FE R R I C S U L F A T E / A L U M PO L Y M E R / C O A G U L A N T FIN I S H E D W A T E R RA W W A T E R FIL T E R T O W A S T E PI P E B R E A K ( P I P E C O N T I N U E S ) 90 ° B A S E B E N D TE E BA S E T E E CO N C E N T R I C R E D U C E R EC C E N T R I C R E D U C E R WY E CR O S S W1 4 0 3 - B F V - 4 5 3 LOOP NUMBERS DEVICE ID PROCESS AREAS DE V I C E I D D E S C R I P T I O N AC T AC T I V A T O R AV V AIR / V A C U U M V A L V E S AR V AIR R E L E A S E V A L V E S AH AL A R M H O R N AH S A L A R M H O R N / S T R O B E AS A L A R M S T R O B E AE AN A L Y T I C A L E L E M E N T AI T A N A L Y T I C A L I N D I C A T I N G T R A N S M I T T E R BL V B A L L V A L V E BL R B L O W E R BF V BU T T E R F L Y V A L V E CV CH E C K V A L V E SC V S W I N G C H E C K V A L V E CH F C H E M I C A L F E E D E R CP C O N T R O L P A N E L CN V C O N V E Y O R DV D I V E R T E R V A L V E DS DO O R S W I T C H DU C D U S T C O L L E C T O R EV A EL E C T R I C V A L V E A C T I V A T O R EX H EX H A U S T E R FC V F L O W C O N T R O L V A L V E FE FL O W E L E M E N T FIT FL O W I N D I C A T I N G T R A N S M I T T E R FS F L O W S W I T C H GV G A T E V A L V E GL V GL O B E V A L V E H HE A T E R KG V K N I F E G A T E V A L V E LT LE V E L T R A N S M I T T E R LIT LE V E L I N D I C A T I N G T R A N S M I T T E R LS C LE V E L L O W L O W LS H LE V E L S W I T C H H I G H LS L LE V E L S W I T C H L O W LV R L O U V E R MIX MIX E R M MO T O R PN V PIN C H V A L V E PL V PL U G V A L V E PV A PN E U M A T I C V A L V E A C T U A T O R PI T PR E S S U R E I N D I C A T I N G T R A N S M I T T E R PR F PR E S S U R E R E L I E F V A L V E PR V P R E S S U R E R E D U C I N G V A L V E PS V P R E S S U R E S U S T A I N I N G V A L V E P P U M P PB P U S H B U T T O N RO T R O T A M E T E R RP Z DO U B L E B A C K F L O W P R E V E N T E R SL K S L A K E R SV S O L E N O I D V A L V E TN K T A N K TE TE M P E R A T U R E E L E M E N T TIT TE M P E R A T U R E I N D I C A T I N G T R A N S M I T T E R TF R T R A N S F O R M E R UP S U N I N T E R R U P T I B L E P O W E R S U P P L Y WE F W A L L E X H A U S T F A N WE W E I G H T E L E M E N T WIT W E I G H T I N D I C A T I N G T R A N S M I T T E R WS W A T E R S O F T E N E R 1 P3 __ _ _ _ _ _ 2 P3 __ _ _ _ _ _ 3 P3 __ _ _ _ _ _ 4 P3 __ _ _ _ _ _ 5 P3 __ _ _ _ _ _ 1 1 1 2 2 2 2 4 356711 11 11 9 8 6 20 19 18 17 12 5 13 12 11 13 12 11 4 7 2 3 7 4 9 16 12 15 15 7 14 1 1 1 1 1 11 1 21 23 28 24 39 ' - 4 " 17' - 4" 25 26 29 1 27 27 27 27 27 27 10 22 8 1 0 ' - 0 " 5 ' - 7 " 8 ' - 5 1 / 2 " 16 ' - 2 " 8 ' - 9 " 11 ' - 3 " 31 30 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 1 9 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD DEMOLITION - PLAN VIEW BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P2 P2 1 DE M O L I T I O N P E A R S T R E E T B O O S T E R S T A T I O N - P L A N VI E W 12 " 0 1' 2' 3' 4' 5' 6' 7' EXISTING MARK DESCRIPTION EQUIPMENT / CONTROL PANEL, SEE ELECTRICAL. 18" x 10" MJ DI WYE 18" x 18" x 12" MJ DI TEE 18" MJ GATE VALVE 12" MJ GATE VALVE 12" x 12" x 10" MJ DI TEE 12" x 8" MJ DI REDUCER 10" MJ DI 45° BEND 10" x 8" MJ DI REDUCER 10" MJ DI 90° BEND 8" MJ DI 90° BEND BOOSTER PUMP 10" FL DI 90° BEND 10" FL PRESSURE REDUCING VALVE (DISASSEMBLED) 10" x 8" FL DI WYE 10" x 6" FL DI WYE 10" x 4" FL DI REDUCING 90° BEND 8" FL GATE VALVE 8" FL DI TEE 8" FL DI 90° BEND 8" PRESSURE REDUCING VALVE W/ LOW FLOW BYPASS 6" FL SILENT CHECK VALVE 6" FL GATE VALVE 6" SOLENOID OPERATED BOOSTER PUMP CONTROL VALVE W/ SUSTAINING PILOT 6" FL CI PIPE 6" FL CI 90° BEND 6" FL PRESSURE RELIEF VALVE (SUCTION SIDE) 6" x 5" FL DI ECCENTRIC REDUCER 4" FL SILENT CHECK VALVE 4" FL GATE VALVE 4" SOLENOID OPERATED BOOSTER PUMP CONTROL VALVE W/ SUSTAINING PILOT BASE CABINET / COUNTERTOP 8" SOLENOID OPERATED PRESSURE REDUCING VALVE WATER HEATER HOZE BIB TAP CONTRACTOR TO DEMO EXISTING DOOR AND WALL SECTION TO ACCOMODATE INSTALLATION OF NEW DOUBLE DOOR. SALVAGE EXISTING TOUCH PAD ACCESS CONTROL DOOR HARDWARE. SEE SHEET C2 FOR EXTERIOR IMPROVEMENTS AND DOOR SCHEDULE. CONTRACTOR TO PATCH VOID IN WALL AFTER DEMO OF EXISTING PIPE. CONTRACTOR TO VERIFY LOCATIONS AND DIMENSIONS OF ALL CRITICAL CONNECTIONS. CONTRACTOR TO DEMO EXISTING EQUIPMENT PAD. CUT THROUGH EXISTING FLOOR AND DEMO FLOOR SLAB. POUR NEW FITTINGS FOR NEW PUMP PAD. SEE DETAIL 2/C3 AND 3/C3. REMOVE AND DISPOSE EXISTING PRESSURE INDICATORS (PI), PRESSURE INDICATING TRANSMITTERS (PIT), AND ALL PIPING BACK TO SOURCE. REMOVE AND DISPOSE EXISTING FOAM INSULATION. REMOVE OLD INTERIOR DRY -WALL AND FURRING AND REPLACE THEM WITH INSULATED FRP PANELS. SEE WORK CHANGE DIRECTIVE #2 DATED 10/31/2019. DEMOLITION MARK DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 N O R T H 2 OF 9 30 31 0.00' FI N I S H E D F L O O R 1 1 1 1 11 11 10 10 10 10 11 6 2 3 1 15 12 16 14 15 6 20 19 13 12 13 12 11 11 18 8 ' - 6 " 28 27 27 27 27 C/L E L E V . 1' - 10 1/2" C/L E L E V . 4' - 0" 28 28 28 29 30 26 31 0.0 0 ' FIN I S H E D F L O O R 1 6 20 19 18 17 12 5 24 27 C/L E L E V . 1' - 1 1 " C/ L E L E V . 4' - 0 " 28 0.0 0 ' FIN I S H E D F L O O R 1 13 12 11 7 4 27 C/L E L E V . 1' - 1 1 " 28 0.0 0 ' FI N I S H E D F L O O R 1 13 12 11 7 4 3 2 27 27 C/ L E L E V . 1' - 1 1 " 28 0.0 0 ' FIN I S H E D F L O O R 15 14 16 12 15 14 8 7 9 10 22 11 11 27 27 C/L E L E V . 1' - 6 " C/ L E L E V . 4' - 0 " 26 31 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 2 2 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD DEMOLITION - SECTION VIEWS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P3 P3 1 DE M O L I T I O N P E A R S T R E E T B O O S T E R S T A T I O N - SE C T I O N V I E W 12 " 0 1' 2' 3' 4' 5' 6' 7' P3 2 DE M O L I T I O N P U M P 1 S E C T I O N P3 3 DE M O L I T I O N P U M P 2 S E C T I O N P3 4 DE M O L I T I O N P U M P 3 S E C T I O N P3 5 DE M O L I T I O N B Y P A S S S E C T I O N 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' EXISTING MARK DESCRIPTION EQUIPMENT / CONTROL PANEL. SEE ELECTRICAL. 18" x 10" MJ DI WYE 18" x 18" x 12" MJ DI TEE 18" MJ GATE VALVE 12" MJ GATE VALVE 12" x 12" x 10" MJ DI TEE 12" x 8" MJ DI REDUCER 10" MJ DI 45° BEND 10" x 8" MJ DI REDUCER 10" MJ DI 90° BEND 8" MJ DI 90° BEND BOOSTER PUMP 10" FL DI 90° BEND 10" FL PRESSURE REDUCING VALVE (DISASSEMBLED) 10" x 8" FL DI WYE 10" x 6" FL DI WYE 10" x 4" FL DI REDUCING 90° BEND 8" FL GATE VALVE 8" FL DI TEE 8" FL DI 90° BEND 8" PRESSURE REDUCING VALVE W/ LOW FLOW BYPASS 6" FL SILENT CHECK VALVE 6" FL GATE VALVE 6" SOLENOID OPERATED BOOSTER PUMP CONTROL VALVE W/ SUSTAINING PILOT 6" FL CI PIPE 6" FL CI 90° BEND 6" FL PRESSURE RELIEF VALVE (SUCTION SIDE) 6" x 5" FL DI ECCENTRIC REDUCER 4" FL SILENT CHECK VALVE 4" FL GATE VALVE 4" SOLENOID OPERATED BOOSTER PUMP CONTROL VALVE W/ SUSTAINING PILOT BASE CABINET / COUNTERTOP 8" SOLENOID OPERATED PRESSURE REDUCING VALVE WATER HEATER HOZE BIB TAP CONTRACTOR TO DEMO EXISTING DOOR AND WALL SECTION TO ACCOMODATE INSTALLATION OF NEW DOUBLE DOOR.SALVAGE EXISTING TOUCH PAD ACCESS CONTROL DOOR HARDWARE. SEE SHEET C2 FOR EXTERIOR IMPROVEMENTS AND DOOR SCHEDULE. CONTRACTOR TO PATCH VOID IN WALL AFTER DEMO OF EXISTING PIPE. CONTRACTOR TO VERIFY LOCATIONS AND DIMENSIONS OF ALL CRITICAL CONNECTIONS. CONTRACTOR TO DEMO EXISTING EQUIPMENT PAD. CUT THROUGH EXISTING FLOOR AND DEMO FLOOR SLAB. POUR NEW FITTINGS FOR NEW PUMP PAD. SEE DETAIL 2/C3 AND 3/C3. REMOVE AND DISPOSE EXISTING PRESSURE INDICATORS (PI), PRESSURE INDICATING TRANSMITTERS (PIT), AND ALL PIPING BACK TO SOURCE. REMOVE AND DISPOSE EXISTING FOAM INSULATION. REMOVE OLD INTERIOR DRY -WALL AND FURRING AND REPLACE THEM WITH INSULATED FRP PANELS. SEE WORK CHANGE DIRECTIVE #2 DATED 10/31/2019. DEMOLITION MARK DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 OF 9 31 GENERAL NOTES: 1. FIELD VERIFY ELEVATIONS OF ALL ELEVATIONS. SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 2 8 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD DEMOLITION - ISOMETRIC VIEWS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P4 NO S C A L E P4 2 DE M O L I T I O N P E A R S T R E E T B O O S T E R S T A T I O N - IS O M E T R I C V I E W NO S C A L E P4 1 PE A R S T R E E T B O O S T E R S T A T I O N - I S O M E T R I C V I E W 4 OF 9 2 2 2 2 4 356711 11 9 8 5 P6 __ _ _ _ _ _ 1 P6 __ _ _ _ _ _ 2 P6 __ _ _ _ _ _ 3 P6 __ _ _ _ _ _ 4 P6 __ _ _ _ _ _ 6 P6 __ _ _ _ _ _ 39 ' - 4 " 17' - 4" PS B _ 8 1 0 A _ P M P PS B _ 8 1 0 B _ P M P PS B _ 8 1 0 C _ P M P PS B _ 8 1 0 C _ C V PS B _ 8 1 0 B _ C V PS B _ 8 1 0 A _ C V PS B _ 8 0 0 A _ F E PS B _ 8 1 0 A _ G V 1 PS B _ 8 1 0 B _ G V 1 PS B _ 8 1 0 C _ G V 1 PS B _ 8 2 0 A _ S A V PS B _ 8 2 0 A _ G V PS B _ 8 1 0 A _ G V 2 PS B _ 8 1 0 B _ P I T PS B _ 8 0 0 A _ P I T PS B _ 8 1 0 C _ P I T PS B _ 8 2 0 A _ F S 8" F W 10 " F W PS B _ 8 1 0 B _ G V 2 PS B _ 8 1 0 C _ G V 2 PS B _ 8 1 0 C _ A R V PS B _ 8 1 0 B _ A R V PS B _ 8 1 0 A _ A R V PS B _ 8 1 0 A _ P I T 2 13 11 11 10 17 17 17 8' - 3 " 1 9 9 15 5 12 12 16 16 1 76 2 13 13 7 P6 __ _ _ _ _ _ 8 P6 __ _ _ _ _ _ PS B _ 8 0 0 A _ A R V PS B _ 8 0 0 A _ P R V PS B _ 8 0 0 A _ G V 2 4 15 14 14 8 3 PS B _ 8 0 0 A _ F S 4 21 20 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 3 0 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD PROPOSED IMPROVEMENTS - PLAN VIEW BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P5 P5 1 PR O P O S E D I M P R O V E M E N T S P E A R S T R E E T B O O S T E R ST A T I O N - P L A N V I E W 12 " 0 1' 2' 3' 4' 5' 6' 7' EXISTING MARK DESCRIPTION NOT USED 18" x 10" MJ DI WYE 18" x 18" x 12" MJ DI TEE 18" MJ GATE VALVE 12" MJ GATE VALVE 12" x 12" x 10" MJ DI TEE 12" x 8" MJ DI REDUCER 10" MJ DI 45° BEND 10" x 8" MJ DI REDUCER 10" MJ DI 90° BEND 8" MJ DI 90° BEND 1 2 3 4 5 6 7 8 9 10 11 PROPOSED IMPROVEMENTS MARK DESCRIPTION 1 6" x 5" CONCENTRIC REDUCER 2 8" 45° BEND 4 8" x 6" CONCENTRIC REDUCER 5 10" BLIND FLANGE 6 10" x 6" REDUCING TEE 7 10" x 4" REDUCING 90° BEND 8 10" x 6" REDUCING 90° BEND 9 10" x 6" ECCENTRIC REDUCER 10 10" x 6" REDUCING WYE 11 10" x 8" REDUCING WYE 12 RELIEF OUTLET PROTECTION. SEE DETAIL 9/P9. 13 RUBBER FLEX COUPLING 14 ADJUSTABLE PIPE SUPPORT. SEE DETAIL 6/P9. 15 WALL BRACKET PIPE SUPPORT. SEE DETAIL 7/P9. 16 WALL PENETRATION. SEE DETAIL 8/P9. 17 CONCRETE PUMP BASE. SEE DETAIL 1/C3, 2/C3 AND 3/C 3. 20 UNIFLANGE CONNECTION TO METER 21 CUSTOM FLANGE WEDGE (2 EACH 22.5°, 1 EACH 9.3° FLANGE WEDGE) AFTER 45° BEND 22 10" x 12" CONCENTRIC REDUCER GENERAL NOTES: 1. NOT ALL PIPE AND FITTINGS ARE LISTED IN THE PROPOSED IMPROVEMENTS TABLE. CONTRACTOR SHALL VERFIY ALL PIPE AND FITTINGS NECECESSARY TO COMPLETE PROJECT. 2. SEE ELECTRICAL SHEETS FOR SCOPE OF ELECTRICAL IMPROVEMENTS. CONSTRUCTION NOTES MARK DESCRIPTION 1 PATCH EXISTING PIPE PENETRATION. FILL PENETRATION WITH STYROFOAM BLOCK CUT TO FIT THE HOLE DIMENSIONS. PATCH WITH GROUT TO MATCH EXISTING SURFACE. PAINT TO MATCH EXISTING WALLS. PATCH HOLE IN CMU CAUSED BY INDUSTRIAL HYGENE INVESTIGATION. PREPARE AND FINISH CEILING JOISTS AND ROOF DECK. SEE DIVISION 09. IMPROVEMENTS TO INTERIOR WALLS PER WORK CHANGE DIRECTIVE #2 DATED 10/31/2019. SEE DETAIL 4/C3. 2N O R T H 5 OF 9 3 4 0. 0 0 ' FIN I S H E D F L O O R 11 11 10 10 10 11 8 ' - 6 " PS B _ 8 1 0 A _ G V 2 PS B _ 8 1 0 A _ C V PS B _ 8 1 0 A _ P M P PS B _ 8 1 0 B _ C V PS B _ 8 1 0 C _ G V 2 PS B _ 8 1 0 C _ C V PS B _ 8 0 0 A _ F E PS B _ 8 2 0 A _ F S PS B _ 8 1 0 B _ G V 2 PS B _ 8 1 0 B _ P M P PS B _ 8 1 0 C _ P M P PS B _ 8 0 0 A _ G V 2 PS B _ 8 1 0 B _ A R V PS B _ 8 1 0 B _ P I T PS B _ 8 1 0 C _ A R V PS B _ 8 1 0 C _ P I T PS B _ 8 1 0 A _ P I T PS B _ 8 1 0 A _ A R V C/L E L E V . 3' - 6 " C/ L E L E V . 5' - 4 " C/L E L E V . 5' - 4 " 1 PS B _ 8 2 0 A _ G V PS B _ 8 1 0 A _ G V 1 7 6 14 15 15 2 PS B _ 8 0 0 A _ P R V PS B _ 8 0 0 A _ F S PS B _ 8 0 0 A _ A R V 4 5 22 0.0 0 ' FIN I S H E D F L O O R PS B _ 8 0 0 A _ P I T PS B _ 8 2 0 A _ F S PS B _ 8 1 0 A _ G V 2 PS B _ 8 1 0 A _ C V PS B _ 8 1 0 A _ P M P PS B _ 8 3 0 A _ P R V PS B _ 8 1 0 A _ G V 1 PS B _ 8 1 0 A _ A R V PS B _ 8 1 0 A _ P I T 10 13 17 C/ L E L E V . 3' - 6 " 6 14 7 5 1 0.0 0 ' FIN I S H E D F L O O R PS B _ 8 1 0 B _ G V 2 PS B _ 8 1 0 B _ C V PS B _ 8 1 0 B _ P I T PS B _ 8 1 0 B _ P M P PS B _ 8 1 0 B _ G V 1 PS B _ 8 1 0 B _ A R V 17 11 C/L E L E V . 3' - 6 " 9 14 13 0.00'FINISHED FLOOR PS B _ 8 1 0 C _ G V 2 PS B _ 8 1 0 C _ C V PS B _ 8 1 0 C _ P I T PS B _ 8 1 0 C _ G V 1 PSB_800A_GV2 PSB_800A_FE PS B _ 8 1 0 C _ P M P PS B _ 8 1 0 C _ A R V 11 17 C/L ELEV. 3' - 6" 9 14 15 13 PSB_800A_ARV PSB_800A_PRV 0.0 0 ' FIN I S H E D F L O O R 11 11 PS B _ 8 3 0 A _ G V 1 PS B _ 8 3 0 A _ P R V PS B _ 8 3 0 A _ G V 2 11 ' - 0 " C/L E L E V . 2' - 0 " 14 14 3 5 0.0 0 ' FIN I S H E D F L O O R PS B _ 8 0 0 A _ G V 2 C/ L E L E V . 3' - 6 " 15 8 PS B _ 8 0 0 A _ A R V 0.00' FIN I S H E D F L O O R PS B _ 8 1 0 A _ G V 2 PS B _ 8 1 0 A _ P I T PS B _ 8 2 0 A _ F S PS B _ 8 1 0 A _ A R V PS B _ 8 2 0 A _ G V 7 14 14 PS B _ 8 1 0 A _ P M P 0.00'FINISHED FLOOR PSB_830A_GV2 PSB_820A_SAV PSB_810A_ARV PSB_820A_GV 14 14 2 14 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 3 3 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD PROPOSED IMPROVEMENTS - SECTION VIEWS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P6 P6 1 PR O P O S E D I M P R O V E M E N T S P E A R S T R E E T B O O S T E R ST A T I O N - S E C T I O N V I E W 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' 12 " 0 1' 2' 3' 4' 5' 6' 7' P6 2 PR O P O S E D I M P R O V E M E N T S P U M P 1 S E C T I O N P6 3 PR O P O S E D I M P R O V E M E N T S P U M P 2 S E C T I O N P6 4 PR O P O S E D I M P R O V E M E N T S P U M P 3 S E C T I O N P6 5 PR O P O S E D I M P R O V E M E N T S B Y P A S S S E C T I O N EXISTING MARK DESCRIPTION NOT USED 18" x 10" MJ DI WYE 18" x 18" x 12" MJ DI TEE 18" MJ GATE VALVE 12" MJ GATE VALVE 12" x 12" x 10" MJ DI TEE 12" x 8" MJ DI REDUCER 10" MJ DI 45° BEND 10" x 8" MJ DI REDUCER 10" MJ DI 90° BEND 8" MJ DI 90° BEND 1 2 3 4 5 6 7 8 9 10 11 P6 6 PR O P O S E D I M P R O V E M E N T S - P I P I N G S E C T I O N 12 " 0 1' 2' 3' 4' 5' 6' 7' PROPOSED IMPROVEMENTS MARK DESCRIPTION 1 6" x 5" CONCENTRIC REDUCER 2 8" 45° BEND 4 8" x 6" CONCENTRIC REDUCER 5 10" BLIND FLANGE 6 10" x 6" REDUCING TEE 7 10" x 4" REDUCING 90° BEND 8 10" x 6" REDUCING 90° BEND 9 10" x 6" ECCENTRIC REDUCER 10 10" x 6" REDUCING WYE 11 10" x 8" REDUCING WYE 12 RELIEF OUTLET PROTECTION. SEE DETAIL 9/P9. 13 RUBBER FLEX COUPLING 14 ADJUSTABLE PIPE SUPPORT. SEE DETAIL 6/P9. 15 WALL BRACKET PIPE SUPPORT. SEE DETAIL 7/P9. 16 WALL PENETRATION. SEE DETAIL 8/P9. 17 CONCRETE PUMP BASE. SEE DETAIL 1/C3, 2/C3 AND 3/C 3. 20 UNIFLANGE CONNECTION TO METER 21 CUSTOM FLANGE WEDGE (2 EACH 22.5°, 1 EACH 9.3° FLANGE WEDGE) AFTER 45° BEND 22 10" x 12" CONCENTRIC REDUCER GENERAL NOTES: 1. NOT ALL PIPE AND FITTINGS ARE LISTED IN THE PROPOSED IMPROVEMENTS TABLE. CONTRACTOR SHALL VERFIY ALL PIPE AND FITTINGS NECECESSARY TO COMPLETE PROJECT. 2. SEE ELECTRICAL SHEETS FOR SCOPE OF ELECTRICAL IMPROVEMENTS. 3. FIELD VERIFY ELEVATIONS OF ALL EXISTING CONNECTIONS. P6 7 PR O P O S E D I M P R O V E M E N T S P U M P 3 A R V S E C T I O N P6 8 PROPOSED IMPROVEMENTS SURGE VALVE SECTION 12 " 0 1' 2' 3' 4' 5' 6' 7' 12" 0 1'2'3'4'5'6'7'CONSTRUCTION NOTES MARK DESCRIPTION 1 PATCH EXISTING PIPE PENETRATION. FILL PENETRATION WITH STYROFOAM BLOCK CUT TO FIT THE HOLE DIMENSIONS. PATCH WITH GROUT TO MATCH EXISTING SURFACE. PAINT TO MATCH EXISTING WALLS. PATCH HOLE IN CMU CAUSED BY INDUSTRIAL HYGENE INVESTIGATION. COORDINATE PIPE SPOOL TO MATCH LAY LENGTH OF FUTURE MAGNETIC FLOW METER. PATCH EXISTING PENETRATION THROUGH ROOF DECK TO MATCH EXISTING. ABANDON ROOF VENTS (BY OWNER) IMPROVEMENTS TO INTERIOR WALLS PER WORK CHANGE DIRECTIVE #2 DATED 10/31/2019. 2 3 6 OF 9 4 4 4 5 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 3 7 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD PROPOSED IMPROVEMENTS - ISOMETRIC VIEWS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P7 NO S C A L E P7 2 PR O P O S E D I M P R O V E M E N T S P E A R S T R E E T B O O S T E R ST A T I O N - I S O M E T R I C V I E W NO S C A L E P7 1 PE A R S T R E E T B O O S T E R S T A T I O N - I S O M E T R I C V I E W 7 OF 9 GENERAL NOTES: 1. SEE ELECTRICAL SHEETS FOR SCOPE OF ELECTRICAL IMPROVEMENTS. SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 3 8 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD EQUIPMENT AND VALVE SCHEDULES BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P8 PR O P O S E D E Q U I P M E N T S C H E D U L E TA G # DE S C R I P T I O N CO M M E N T S PS B _ 8 1 0 A _ P M P 2 0 H P H O R I Z O N T A L S P L I T - C A S E C E N T R I F U G A L P U M P S E E S P E C I F I C A T I O N S E C T I O N 4 3 2 3 2 1 PS B _ 8 1 0 B _ P M P 7 5 H P H O R I Z O N T A L S P L I T - C A S E C E N T R I F U G A L P U M P S E E S P E C I F I C A T I O N S E C T I O N 4 3 2 3 2 1 PS B _ 8 1 0 C _ P M P 7 5 H P H O R I Z O N T A L S P L I T - C A S E C E N T R I F U G A L P U M P S E E S P E C I F I C A T I O N S E C T I O N 4 3 2 3 2 1 PS B _ 8 0 0 A _ F E M A G N E T I C F L O W M E T E R W I T H T R A N S M I T T E R PR O V I D E W I T H H I G H A C C U R A C Y R E Q U I R E M E N T S F O U N D I N S P EC I F I C A I O N S E C T I O N 4 0 2 7 5 0 PS B _ 8 0 0 A _ F S F L O W S W I T C H SE E S P E C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 PS B _ 8 0 0 A _ P I T S U C T I O N S I D E P R E S S U R E I N D I C A T I N G T R A N S D UC E R W I T H T R A N S M I T T E R S E E S E P C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 0 - 2 5 0 P S I O N D I S C H A R G E , 0 - 2 0 0 P S I O N I N LE T PS B _ 8 1 0 A _ P I T D I S C H A R G E S I D E P R E S S U R E I N D I C A T I N G T R A N SD U C E R W I T H T R A N S M I T T E R S E E S E P C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 0 - 2 5 0 P S I O N D I S C H A R G E , 0 - 2 0 0 P S I O N IN L E T PS B _ 8 1 0 B _ P I T D I S C H A R G E S I D E P R E S S U R E I N D I C A T I N G T R A N SD U C E R W I T H T R A N S M I T T E R S E E S E P C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 0 - 2 5 0 P S I O N D I S C H A R G E , 0 - 2 0 0 P S I O N IN L E T PS B _ 8 1 0 C _ P I T D I S C H A R G E S I D E P R E S S U R E I N D I C A T I N G T R A N SD U C E R W I T H T R A N S M I T T E R S E E S E P C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 0 - 2 5 0 P S I O N D I S C H A R G E , 0 - 2 0 0 P S I O N IN L E T PS B _ 8 2 0 A _ F S F L O W S W I T C H SE E S E P C I F I C A T I O N S E C T I O N 4 0 9 1 0 0 PR O P O S E D V A L V E S C H E D U L E TA G # VA L V E SI Z E DE S C R I P T I O N P R E S S U R E B O D Y * P I L O T V A L V E S * CO N T R O L TU B I N G * CO N N E C T I O N C O A T I N G M O D E L ( C L A V A L ) F L O W C O N D I T I O N S COMMENTS PS B _ 8 0 0 A _ A R V 2 " C O M B I N A T I O N A I R V A L V E 0- 2 0 0 D U C T I L E W / ST A I N L E S S T R I M TH R E A D E D E P O X Y INSTALL PER DETAIL 10/P9 PS B _ 8 0 0 A _ G V 2 6 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 0 0 A _ P R V 6 " P R E S S U R E R E L I E F V A L V E 0- 2 0 0 D U C T I L E W / ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 6 5 0 G - 0 1 B Y P C V K C X S T A T I O N D E S I G N E D M A X FLOW OF 2 0 0 0 G P M SEE SPECIFICATION SECTION 40 27 20 - PART 2.16 PS B _ 8 1 0 A _ A R V 1 " C O M B I N A T I O N A I R V A L V E 0- 2 0 0 D U C T I L E W / ST A I N L E S S T R I M TH R E A D E D E P O X Y S E R I E S 3 6 SEE SPECIFICATION SECTION 40 27 20 - PART 2.11 - IN STALL PER DETAIL 10/P9 - INSTALL IN TAPPED BLIND FL ANGE ON 4"X4" TEE FITTING PS B _ 8 1 0 A _ C V 6 " H Y D R A U L I C A L L Y O P E R A T E D N O S L A M C H E C K V AL V E 0 - 2 0 0 D U C T I L E W / ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 8 1 G - 0 2 P V K C 5 0 0 G P M S E E S P E C I F I C A T I O N SECTION 40 27 20 - PART 2.18(B) - INLET SIDE NEEDLE VALVE AND BALL VALVE REMOVED BY VALVE SUPPLIER ONSITE TO IMPROVE RESPONSIVENESS OF CHECK VALVE PS B _ 8 1 0 A _ G V 1 1 0 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 1 0 A _ G V 2 1 0 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 1 0 B _ A R V 1 " C O M B I N A T I O N A I R V A L V E 0- 2 0 0 D U C T I L E W / ST A I N L E S S T R I M TH R E A D E D E P O X Y S E R I E S 3 6 SEE SPECIFICATION SECTION 40 27 20 - PART 2.11 - IN STALL PER DETAIL 10/P9; THREADED CONNECTION ; INSTA LL IN TAPPED PIPE SPOOL PS B _ 8 1 0 B _ C V 1 0 " H Y D R A U L I C A L L Y O P E R A T E D N O S L A M C H E C K VA L V E 0 - 2 0 0 D U C T I L E W / ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 8 1 A - 0 2 P V K C 2 0 0 0 G P M S E E S P E C I F I C A T I O N SECTION 40 27 20 - PART 2.18(C) - INLET SIDE NEEDL E VALVE AND BALL VALVE REMOVED BY VALVE SUPPLIER ONSITE TO IMPROVE RESPONSIVENESS OF CHECK VALVE PS B _ 8 1 0 B _ G V 1 8 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 1 0 B _ G V 2 1 0 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 1 0 C _ A R V 1 " C O M B I N A T I O N A I R V A L V E 0- 2 0 0 D U C T I L E W / ST A I N L E S S T R I M TH R E A D E D E P O X Y S E R I E S 3 6 PS B _ 8 1 0 C _ C V 1 0 " H Y D R A U L I C A L L Y O P E R A T E D N O S L A M C H E C K VA L V E 0 - 2 0 0 D U C T I L E W / ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 8 1 A - 2 P V K C 2 0 0 0 G P M S E E S P E C I F I C A T I O N SECTION 40 27 20 - PART 2.18(C) - INLET SIDE NEEDLE VALVE AND BALL VALVE REMOVED BY VALVE SUPPLIER ONSITE TO IMPROVE RESPONSIVENESS OF CHECK VALVE PS B _ 8 1 0 C _ G V 1 8 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 1 0 C _ G V 2 1 0 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 2 0 A _ G V 4 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 2 0 A _ S A V 4 " S U R G E A N T I C I P A T I O N V A L V E 0 - 2 0 0 D U C T I L E W/ ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 6 5 2 G - 0 3 P K C X S T A T I O N D E S I G N E D M A X F L O W OF 2 0 0 0 G P M 4" GLOBE STYLE BODY WITH 3" REDUCED PORT; SEE SPECI FICATION SECTION 40 27 20 - PART 2.17 PS B _ 8 3 0 A _ G V 1 8 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 3 0 A _ G V 2 8 " G A T E V A L V E 0- 2 0 0 D U C T I L E 15 0 # F L A N G E E P O X Y PS B _ 8 3 0 A _ P R V 8 " S O L E N O I D O P E R A T E D P R E S S U R E R E D U C I N G V AL V E 0 - 2 0 0 D U C T I L E W / ST A I N L E S S T R I M ST A I N L E S S S T E E L PI L O T S FL E X I B L E B R A I D E D ST A I N L E S S S T E E L 15 0 # F L A N G E E P O X Y 6 9 3 D G - 0 1 B Y C P S X 1 0 5 L C W K C X 8 0 0 - 1 8 0 0 G P M 8" GLOBE STYLE BODY WITH 6" REDUCED PORT; SEE SPECI FICATION SECTION 40 27 20 - PART 2.12 8 OF 9 NO T E : * I T E M S C O N T A I N I N G " S T A I N L E S S S T E E L T R I M , " " S T A I N L E SS S T E E L P I L O T S , " A N D "F L E X I B L E B R A I D E D S T A I N L E S S S T E E L ( T U B I N G ) " S H A L L B E P R O V I D E D W I T H A CO N P L E T E S T A I N L E S S S T E E L P I L O T S Y S T E M . 1/ 2 " S T A I N L E S S S T E E L B A L L V A L V E PR E S S U R E S W I T C H -SE E E L E C T R I C A L TA P P I P E F O R 1 / 2 " N P T S T A I N L E S S ST E E L N I P P L E NO T E : AN C H O R B O L T S O F S I Z E , E M B E D M E N T , A N D T Y P E PE R M F R R E C O M M E N D A T I O N S F O R E Q U I P M E N T WE I G H T S A N D F L O O R C O N S T R U C T I O N OU T E R L I M I T S O F E Q U I P M E N T 1/4 " S M O O T H A L U M I N U M P L A T E F O R M O U N T I N G EQ U I P M E N T . 1 / 2 " R A D I U S O N C O R N E R S A N D A L L ED G E S F I L E D S M O O T H . UN I S T R U T P 1 0 0 0 C H A N N E L W I T H C L O S U R E ST R I P S A N D E N D C A P S ( T Y P I C A L ) PR O V I D E A D D I T I O N A L H O R I Z O N T A L A N D VE R T I C A L S T R U T S A N D B A S E S A S R E Q U I R E D T O PR O P E R L Y S U P P O R T L A R G E R E Q U I P M E N T . MA X I M U M S P A C I N G O F V E R T I C A L I S 3 ' -0" NO T E : "W " = E Q U I P M E N T S I Z E + 4 " "H " = E Q U I P M E N T S I Z E + 4 " FL O O R / W O R K I N G S U R F A C E ( M A T E R I A L V A R I E S ) "W " " H " U N L E S S O T H E R W I S E N O T E D 3 ' - 9 " 0 ' - 3 " ( T Y P ) PU M P F R A M E O R M O T O R A N C H O R B O L T TA C K W E L D N U T T O P U M P B A S E PU M P B A S E CO N C R E T E E Q U I P M E N T B A S E ( S I Z E V A R I E S ) 6" M I N I M U M T H I C K N E S S SH I M W E D G E S -3/4 " T O 1 -1/2 " H I G H GR O U T D A M AN C H O R B O L T A S S P E C I F I E D B Y EQ U I P M E N T M A N U F A C T U R E R ST E E L S L E E V E W I T H D I A M E T E R 1 " LA R G E R T H A N A N C H O R B O L T ( 4 " M I N I M U M LE N G T H ) 1/ 4 " T H I C K S Q U A R E P L A T E 1 " L A R G E R T H A N OU T S I D E D I A M E T E R O F S L E E V E W E L D E D TO S L E E V E A N D N U T T A C K W E L D E D T O PL A T E NO N -SH R I N K G R O U T ( L E A V E T O P O F FO U N D A T I O N R O U G H A N D W E T B E F O R E GR O U T I N G ) 3" DR I L L A N D E P O X Y A N C H O R # 5 V E R T DO W E L S @ 1 2 " O C w / 6 " M I N E M B E D #5 T I E B A R S @ 6 " O C DR I L L A N D E P O X Y A N C H O R # 5 V E R T DO W E L S @ 9 " O C w / 6 " M I N E M B E D 3/ 4 " C H A M F E R A L L A R O U N D GR O U T L E V E L I N G P A D , A S N E E D E D PU M P A N C H O R B O L T w / P L A T E W A S H E R AN D N U T , 6 " M I N I M U M E M B E D M E N T CO N C R E T E F L O O R P U M P C E N T E R L I N E A S N E E D E D T O A C H I E V E MIN 4 " B E Y O N D P U M P B A S E PU M P B O L T P A T E R N + 8 " PU M P T Y P E A S S P E C I F I E D 3/4 " T H R E A D E D P I P E , T Y P 3/4 " 9 0 ° B E N D TA P P I P E O R F I T T I N G S F O R 3 / 4 " N P T 3/4 " S T A I N L E S S S T E E L B A L L V A L V E 1/2 " S A M P L E T A P 3/4 " x 1 / 2 " R E D U C I N G B U S H I N G ( T Y P ) 3/4 " C R O S S PR E S S U R E S W I T C H O R T R A N S M I T T E R ( W H E R E RE Q U I R E D ) PR E S S U R E G A U G E NO T E : 1. S U P P O R T A S S E M B L Y T O E L I M I N A T E VIB R A T I O N . 2. A R R A N G E A S S E M B L Y T O M E E T I N S T A L L A T I O N RE Q U I R E M E N T S . VE R I F Y P I P E S I Z E SU P P O R T P I P E : 3" D I A M E T E R F O R 4 " -12" PIPE 4" D I A M E T E R F O R 1 4 " -16" PIPE 6" D I A M E T E R F O R 1 8 " -36" PIPE SE C U R E P I P E T O S T A N D W I T H U -BOLT LO W E R S U P P O R T P L A T E : 9" D I A M E T E R O R S Q U A R E F O R 4 " -12" PIPE 11 " D I A M E T E R O R S Q U A R E F O R 1 4 " -16" PIPE 13 -1/ 2 " D I A M E T E R O R S Q U A R E F O R 1 8 " + P I P E 1" M I N I M U M N O N -SH R I N K L E V E L I N G G R O U T AD J U S T A B L E S A D D L E P I P E S U P P O R T WH I C H C O M P L I E S W I T H M A N U F A C T U R E R S ST A N D A R D I Z A T I O N S O C I E T Y S P -69 (TYPE 38) MA X I M U M S U P P O R T S P A C I N G = 8 -0" UNLESS OT H E R W I S E N O T E D V E R I F Y HEAVY DUTY WELDED STEEL WALL BRACKET EQUAL TO GRINNELL FIGURE 199 OR EQUAL -HOT DIP GALVANIZE AFTER FABRICATION. STAINLESS STEEL U -BOLT, NUTS, AND WASHERS AS REQUIRED PER PIPE SIZE. NOTE: MORE THAN ONE PIPE MAY BE SUPPORTED BY WALL BRACKET MINIMUM 1/2" THICK BACK PLATE SIZED TO DISTRIBUTE LOAD OVER THE WALL STAINLESS STEEL ADHESIVE ANCHOR BOLT AS RECOMMENDED BY BRACKET MFR (TYP) VARIES 4 5 ° CA G E L A Y O U T SC R E E N L A Y O U T RE F E R T O P R O C E S S D R A W I N G S F O R S P E C I F I C VE N T P I P I N G S I Z E A N D C O N F I G U R A T I O N . RE F E R T O P R O C E S S D R A W I N G S F O R S P E C I F I C VE N T F I T T I N G A N D S I Z E . CA G E , 1 / 4 " Ø B A R S , 1 -1/2 " O C , E W - 30 4 S T A I N L E S S ST E E L . SC R E E N , 2 4 M E S H -30 4 S T A I N L E S S S T E E L . ST A I N L E S S S T E E L R E T A I N E R R I N G S & H A R D W A R E . RO U T E T O F L O O R D R A I N CO N N E C T I O N V A R I E S SE E D R A W I N G S 1" B A L L V A L V E 1" N I P P L E 1" N I P P L E AIR / V A C U U M V A L V E SC H 8 0 P V C A I R / W A T E R D I S C H A R G E P I P I N G UN I O N NO T E : SU P P O R T A S S E M B L Y T O EL I M I N A T E V I B R A T I O N MA S O N R Y W A L L ( V E R I F Y T H I C K N E S S ) VE R I F Y P I P E S I Z E CU T O P E N I N G I N E X I S T I N G M A S O N R Y W A L L , FI L L V O I D S W I T H B A T T I N S U L A T I O N O N B O T H SI D E S O F L I N K S E A L . C O V E R O P E N I N G S W I T H A HO T D I P P E D G A L V A N I Z E D S T E E L O R S T A I N L E S S ST E E L E S C U T C H E O N ( T Y P I C A L B O T H S I D E S UN L E S S O T H E R W I S E N O T E D ) FA B R I C A T E D S T E E L P I P E W I T H A N I N S I D E DI A M E T E R A S R E C O M M E N D E D B Y T H E SE A L M A N U F A C T U R E R HY D R O S T A T I C S E A L E Q U A L T O L I N K -SE A L BY T H U N D E R L I N E C O R P O R A T I O N GR O U T PR O V I D E W E L D E D F L A N G E F O R EX T E R I O R . D R I L L A N D E P O X Y A N C H O R BO L T S A N D / O R A D H E R E W I T H CO N S T R U C T I O N A D H E S I V E . SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / L a y o u t : 2 2 x 3 4 DRAWING RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THIS PROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION (01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THE ENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS -THE RESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THE ENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THE CONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY.    Ad v a n c e d E n g i n e e r i n g a n d E n v i r o n m e n t a l S e r v i c e s , I n c . 1 2 2 8 N o r t h 1 4 t h A v e n u e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 www.ae2s.com B I M 3 6 0 : / / B o z e m a n P e a r S t . B o o s t e r S t a t i o n / B o z e m a n P e a r S t B o o s t e r S t a t i o n _ P _ v 1 7 . r v t 5 / 1 5 / 2 0 2 0 8 : 2 0 : 3 9 A M APRIL 2020 P05097-2017-016 RNW BJV TRK RECORD PROCESS DETAILS BOZEMAN, MONTANA CITY OF BOZEMAN PEAR STREET BOOSTER STATION REHABILITATION P9 NO S C A L E P9 2 FL O W S W I T C H D E T A I L NO S C A L E P9 3 WA L L M O U N T E D E Q U I P M E N T P A N E L D E T A I L NO S C A L E P9 4 PU M P B A S E D E T A I L NO S C A L E P9 5 BO O S T E R P U M P B A S E - C O N C R E T E NO S C A L E P9 1 PR E S S U R E G A U G E / T R A N S M I T T E R S A M P L E T A P NO S C A L E P9 6 AD J U S T A B L E P I P E S U P P O R T D E T A I L NO SCALE P9 7 WALL BRACKET PIPE SUPPORT DETAIL NO S C A L E P9 9 AI R I N L E T / O U T L E T P R O T E C T I O N NO S C A L E P9 10 AI R R E L I E F V A L V E A S S E M B L Y 9 OF 9 NO S C A L E P9 8 SE A L E D M A S O N R Y W A L L P E N E T R A T I O N D E T A I L File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\07-I&C\Plan Sheets\Pear Street P&ID.dwgLast Saved: By: Ian Smith Date: Thursday, May 14, 2020 5:40:55 PMPlotted: By: Ian Smith Date: Thursday, May 14, 2020 Layout: IC1 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m R E CO R D D RAW IN G ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA PROCESS AND INSTRUMENTATION DIAGRAM SYMBOLS AND ABBREVIATIONS R E C O R D M A W J L S B J V A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 3 I C 1 R A W W A T E R A I C 3 P T B R A W W A T E R A P T B I C 3 A N N O T A T I O N L E G E N D M A R K D E S C R I P T I O N E Q U I P M E N T T A G O N / O F F P A G E C O N N E C T O R 1 - W A Y B R E A K P R O C E S S F L O W D I R E C T I O N H A R T I N P U T ( P R I M A R Y V A R I A B L E ) H A R T I N P U T ( S E C O N D A R Y V A R I A B L E ) A N A L O G I N P U T / I N T R I N S I C A L L Y S A F E A N A L O G I N P U T A N A L O G O U T P U T D I G I T A L I N P U T / I N T R I N S I C A L L Y S A F E D I G I T A L I N P U T D I G I T A L O U T P U T P U M P S U P E R V I S O R Y R E L A Y H A R D W A R E I N T E R F A C E M O D U L E H U M A N M A C H I N E I N T E R F A C E I N T E R L O C K P I P E J U M P L E A K P R O B E P S R H I M H M I I L P G E N E R A L I N S T R U M E N T O R F U N C T I O N S Y M B O L S L E G E N D F I E L D M O U N T E D P R I M A R Y L O C A T I O N A C C E S S I B L E D I S C R E T E I N S T R U M E N T S T R E A M E N T S T R E A M T R E A M E N T S T R E A M C O N T I N U E D F R O M D R A W I N G N U M B E R M A T C H L I N E N U M B E R C O N T I N U E D T O D R A W I N G N U M B E R M A T C H L I N E N U M B E R I N S T R U M E N T S Y M B O L G E N E R A L N O T E S 1 . T H E S Y M B O L I Z A T I O N A N D N O M E N C L A T U R E U S E D O N T H E S E P & I D D R A W I N G S A R E B A S E D O N I S A S T A N D A R D S A N D I N D U S T R Y C O N V E N T I O N S . S O M E M O D I F I C A T I O N S A N D A D D I T I O N S H A V E B E E N M A D E F O R C L A R I F I C A T I O N S A N D O M I S S I O N S I N S T A N D A R D S . 2 . T H E S Y M B O L I Z A T I O N A N D N O M E N C L A T U R E S H O W N H E R E A P P L I E S T O P & I D D R A W I N G S O N L Y . A D D I T I O N A L L E G E N D S M A Y B E U S E D O N O T H E R D R A W I N G S . 3 . S O M E S Y M B O L S M A Y N O T B E S H O W N O N T H I S L E G E N D , N O T A L L S Y M B O L S S H O W N M A Y N E C E S S A R I L Y B E U S E D O N T H E S E D R A W I N G S . H A N D S W I T C H A B B R E V I A T I O N S M A R K D E S C R I P T I O N E S P E M E R G E N C Y S T O P F O R F O R W A R D O F F R E V E R S E H O A H A N D O F F A U T O H O R H A N D O F F R E M O T E H O R N A L A R M H O R N L / R L O C A L R E M O T E L O R L O C A L O F F R E M O T E L S R L O C A L S T O P R E M O T E O / C O P E N C L O S E O C A O P E N C L O S E A U T O O C R O P E N C L O S E R E M O T E O S C O P E N S T O P C L O S E C O A O C L O S E O F F A U T O O P E N O A O F F A U T O P O T P O T E N T I O M E T E R R S T R E S E T S S S T A R T S T O P S T R S T A R T W D A W E T D R Y A U T O X Y N X X X I S A F U N C T I O N P R O C E S S T A G I N S T R U M E N T S Y M B O L C O L O R I N D I C A T O R A = A M B E R G = G R E E N R = R E D W = W H I T E X X X X F U N C T I O N H S X X X X X X I S A F U N C T I O N P R O C E S S T A G I N S T R U M E N T S Y M B O L H A N D S W I T C H F U N C T I O N X X X I N S T R U M E N T T Y P E TYPICAL INSTRUMENT CODES / LETTER COMBINATIONSINITIALLETTERMEASURED ORINITIATINGVARIABLESWITCHALARMS S E N S O R / T R A N S M I T T E R L O C A L HIGHHIGHHIGHLOWLOWLOWDIFF.HIGHHIGHHIGHLOWLOWLOWDIFF. E L E M E N T I N D I C A T I N G B L I N D R E A D O U T AANALYSISASH A E A I T A T FFLOWFSH F E F I T F T F I ICURRENTISHLLEVELLSHHLSHLSLLSLLLAHHLAHLALLALL L E L I T L T L I MMOISTUREPDSHMAH M E M I T M T PPRESSUREPSHTDSHPAHPALPDAL P E P I T P T P I TTEMPERATURETSHHTSHTAHTALTDAL T E T I T T T T I WWEIGHT/TORQUEWSHHWSHWSLWSLLWAHHWAHWAL W E W I T W T W I P R O C E S S L I N E T Y P E / C O L O R L E G E N D E X I S T I N G P R O P O S E D D E S C R I P T I O N E Q U I P M E N T P I P E ( G E N E R I C ) P I P E F I T T I N G V A L V E S S E N S O R S I N S T R U M E N T VALVE ACTUATOR LEGENDMARKDESCRIPTIONDIAPHRAGMROTARY MOTORELECTRICPNEUMATICHYDRAULICSOLENOIDHANDHAND WHEELCHAIN WHEELFLOOR STANDFLOOR BOXWEIGHTED PRESSURE RELIEFPILOT RELIEF MEPHSHWCWFSFBP PUMP LEGENDMARKDESCRIPTIONGENERICCHEMICAL FEED / METERING PUMPVERTICAL TURBINE - IN BASINVERTICAL TURBINE - IN CANVERTICAL TURBINE - IN BASIN (TOP)VERTICAL TURBINE - IN CAN (TOP MPVTVTVTVT EQ U I P M E N T L E G E N D M A R K D E S C R I P T I O N M O T O R - P U M P S / B L O W E R S A E R A T O R M I X E R P O L Y M E R I N L I N E M I X E R C A L I B R A T I O N C O L U M N / F L O W I N D I C A T O R P U L S A T I O N D A M P N E R A E R A T I O N D I F F U S E R S J E T M I X I N G H E A D E R E J E C T O R C H E M I C A L S T O R A G E T A N K D E S S I C A N T D R Y E R F L O W S T R A I G H T E N I N G H Y D R A N T S E D I M E N T T R A P P E R F I L T E R M VALVE/GATE LEGENDMARKDESCRIPTIONAIR RELEASEAIR RELEASE / VACUUMGENERICGATEBUTTERFLYPLUGPINCHBALLKNIFE GATEGENERIC NORMALLY CLOSEDGATE NORMALLY CLOSEDBUTTERFLY NORMALLY CLOSEDPLUG NORMALLY CLOSEDPINCH NORMALLY CLOSEDBALL NORMALLY CLOSEDKNIFE GATE NORMALLY CLOSEDCHECKSURGE ANTICIPATORPRESSURE REDUCINGPRESSURE SUSTAINING / FLOWCONTROL VALVE3-WAY4-WAYANGLERUPTURE DISK - PRESSUREREDUCED PRESSURE ZONE /BACKFLOW PREVENTERMUD VALVEGATE (GENERIC)STOP PLATEWEIR GATEDIVERTER GATESTRAINERBASKET STRAINERCAPQUICK CONNECT/ADAPTERAUTO FEED VALVE IN S T R U M E N T L E G E N D M A R K D E S C R I P T I O N F L O W M E T E R - M A G N E T I C F L O W M E T E R - T U R B I N E O R P R O P E L L E R F L O W M E T E R - P O S I T I V E D I S P L A C E M E N T F L O W M E T E R - C O R I O L L I S F L O W M E T E R - S O N I C O R U L T R A S O N I C F L O W T U B E O R I F I C E P L A T E O P E N C H A N N E L W E I R P L A T E O P E N C H A N N E L F L U M E T H E R M A L D I S P E R S I O N F L O W E L E M E N T U L T R A S O N I C L E V E L S E N S O R R A D A R L E V E L S E N S O R D I A P H R A G M S E A L X X - Y Y Y - B Z Z A A a D E V I C E A B B R . P R O C E S S A R E A T R A I N N U M B E R E Q U I P M E N T O R G R O U P I N G N U M B E R L O O P N U M B E R A S N E E D E D S Y S T E M N U M B E R BLOWER LEGENDMARKDESCRIPTIONROOTS BLOWER I S I S P V S V F I T X X X I S A F U N C T I O N P R O C E S S T A G C O M M U N I C A T I O N C A B L E L I N E T Y P E / C O L O R L E G E N D L I N E T Y P E D E S C R I P T I O N S I G N A L - E L E C T R I C F I B E R T R U N K S C A D A N E T W O R K ( F I B E R ) A D M I N N E T W O R K ( F I B E R ) U S E R D E F I N E D ( F I B E R ) S C A D A N E T W O R K ( E T H E R N E T / I P ) S C A D A N E T W O R K ( M O D B U S / T C P ) A D M I N N E T W O R K ( E T H E R N E T / I P ) A D M I N N E T W O R K ( M O D B U S / T C P ) U S E R D E F I N E D 1 ( E T H E R N E T / I P ) U S E R D E F I N E D 1 ( M O D B U S / T C P ) U S E R D E F I N E D 2 ( E T H E R N E T / I P ) U S E R D E F I N E D 2 ( M O D B U S / T C P ) U S E R D E F I N E D 3 ( E T H E R N E T / I P ) U S E R D E F I N E D 3 ( M O D B U S / T C P ) E / I P M / T C P E N E T M / T C P E / I P M / T C P E N E T M / T C P E N E T M / T C P S A M P L E E Q U I P M E N T T A G X X - Y Y Y - B Z Z 1 a PSB_840CPM S W - G V 1 S W - G V 2 8 1 0 C _ G V 1 8 1 0 B _ G V 810A_GV1 810A_CV S 8 3 0 A _ G V 2 8 3 0 A _ P R V 8 3 0 A _ G V 1 T S H 8 1 0 C T S H 8 1 0 B TSH810A P U M P N o . 3 8 1 0 C _ P M P P U M P N o . 2 8 1 0 B _ P M P PUMP No. 1810A_PMP HS810A HOAPSB_810A_VFDHIM SPEED FEEDBACKSPEED COMMANDIN AUTORUNNINGFAULTOVERTEMPREQUIRED PEAR STEET BOOSTERPUMP No. 1 SPEED FEEDBACK SPEED COMMAND IN AUTO RUNNING FAULT OVERTEMP REQUIRED P E A R S T R E E T B O O S T E R P U M P N o . 2 SPEED FEEDBACK SPEED COMMAND IN AUTO RUNNING FAULT OVERTEMP REQUIRED P E A R S T R E E T B O O S T E R P U M P N o . 3 P E A R S T R E E T B O O S T E R B Y P A S S P R E S S U R E R E D U C I N G V A L V E PIT810API810A E/IP E/IP E/IP M M P I T 8 0 0 A P I 8 0 0 A OPEN COMMAND 8 0 0 A _ A R V PEAR STREET BOOSTER INFLUENT PRESSURE 8 1 0 C _ G V 2 820A_GV 820A_SAVFS820A810A_ARV 8 1 0 B _ C V 8 1 0 B _ A R V 8 1 0 C _ C V 8 1 0 C _ A R V F S 8 0 0 A 8 0 0 A _ P R V SUCTION PRESSURE RELIEF FLOW INDICATION 8 0 0 A _ F E P I T 8 1 0 B PI810B P I T 8 1 0 C P I 8 1 0 C F I T 8 0 0 A 120 V A C U P S CP1 DISCHARGE SURGE RELIEFFLOW INDICATION PEAR STREET BOOSTER INFLUENT FLOW DISCHARGE PRESSURE DISCHARGE PRESSURE DISCHARGE PRESSURE 810B_GV 2 810A_GV2 Z S O 8 3 0 A _ P R V OPEN INDICATION 8 0 0 A _ G V 2 FLOW TOTAL 480VACPSB_810A_VFD H S 8 1 0 A H O A PSB_810B_VFDHIM H S 8 1 0 A H O A PSB_810C_VFDHIM 2 2 4 8 0 V A C P S B _ 8 1 0 B _ V F D 4 8 0 V A C P S B _ 8 1 0 C _ V F D C O N S T R U C T I O N N O T E S A D D I T I O N A L D A T A B E T W E E N T H E C O N T R O L P A N E L A N D V F D S H A L L B E C O M M U N I C A T E D O V E R T H E E T H E R N E T N E T W O R K V I A T H E E T H E R N E T / I P P R O T O C O L . G A T E V A L V E S A R E L O C A T E D U N D E R G R O U N D O U T S I D E O F B U I L D I N G . 1 2 1 1 1 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\07-I&C\Plan Sheets\Pear Street P&ID.dwgLast Saved: By: Ian Smith Date: Thursday, May 14, 2020 5:40:55 PMPlotted: By: Ian Smith Date: Thursday, May 14, 2020 Layout: IC2 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m R E CO R D D RAW IN G ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA PEAR STREET BOOSTER STATION R E C O R D M A W J L S B J V A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 2 3 I C 2 TO SOUTH ZONEDISTRIBUTION A - F R O M L Y M A N R E S E R V O I R / N E L O N E D I S T R I B U T I O N A - A T M O S P H E R E ATMOSPHERE G E N E R A L N O T E S 1 . A L L T A G N U M B E R S S H A L L B E P R E C E D E D B Y " P S B _ " U N L E S S O T H E R W I S E N O T E D . T E M P 8 4 0 A PEAR STREET BOOSTER BUILDING AMBIENT TEMPERATURE D S 8 4 0 A PEAR STREET BOOSTER BUILDING DOOR INTRUSION PEAR STREET BOOSTERCONTROL PANELCONTROL POWER AVAILABLEUPS POWER AVAILABLESPD FAILURE PEAR STREET BOOSTERGENERATORIN AUTORUNNINGLOW FUEL ALARMPRE-LOW OIL PRESSURE ALARMLOW OIL PRESSURE ALARMPRE-HIGH COOLANT TEMP ALARMHIGH COOLANT TEMP ALARMBATTERY CHARGER FAULT F L S 8 4 0 A PEAR STREET BOOSTER BUILDING FLOODED PSB_840DPPSB_840LP PEAR STREE BOOSTERDISTRIBUTION PANELSPD FAILUREPEAR STREE BOOSTERLIGHTING PANELSPD FAILUREPSB_850_GENPSB_ATS1START PSB_840CP H S 8 4 0 A PEAR STREET BOOSTER BUILDING DOOR INTRUSION BYPASS SWITCH File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\07-I&C\Plan Sheets\Pear Street P&ID.dwgLast Saved: By: Ian Smith Date: Thursday, May 14, 2020 5:40:55 PMPlotted: By: Ian Smith Date: Thursday, May 14, 2020 Layout: IC3 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m R E CO R D D RAW IN G ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA ELECTRICAL EQUIPMENT R E C O R D M A W J L S B J V A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 3 3 I C 3 G E N E R A L N O T E S 1 . A L L T A G N U M B E R S S H A L L B E P R E C E D E D B Y " P S B _ " U N L E S S O T H E R W I S E N O T E D . CO2 CO H HS NO2 S TH TS T MS D CWS FOR CA CD HPC CTR CTS DCW NPW PW SCW DHW D###W DHWR DTW FOS FOV HWR HWS NG LPC SV ### V SAN LPS RWL ORWL (E) 1 CWR CHILLED WATER RETURN CHILLED WATER SUPPLY FUEL OIL RETURN COMPRESSED AIR CONDENSATE DRAINAGE STEAM-HIGH PRESSURE RETURN CONDENSER WATER RETURN CONDENSER WATER SUPPLY DOMESTIC COLD WATER NON-POTABLE WATER POTABLE WATER SOFTENED COLD WATER DOMESTIC HOT WATER DOMESTIC WATER AT SPECIFIED TEMP DOMESTIC HOT WATER RECIRCULATION DOMESTIC TEMPERED WATER FUEL OIL SUPPLY FUEL OIL VENT HEATING WATER RETURN HEATING WATER SUPPLY NATURAL GAS STEAM-LOW PRESSURE RETURN STEAM VENT STEAM-SPECIFIED PRESSURE SANITARY VENT SANITARY SEWER STEAM-LOW PRESSURE RAIN WATER LEADER RAIN WATER LEADER-OVERFLOW RL RS REFRIGERANT-LIQUID REFRIGERANT-SUCTION 2" CAP PLUG 2" 4" 4" 4" BFW BOILER FEED WATER PLUMBING PIPE SYSTEMS KEYNOTE CONTINUATION SYMBOL NUMBER OF SHEET WHERE DETAIL APPEARS NUMBER OF DETAIL ON SHEET REVISION NUMBER - SHOWN ON PLANS GENERAL MECHANICAL SYMBOLS ROOM NAME AND NUMBER POINT WHERE NEW CONNECTS TO EXISTING EXISTING PIPE TAG DOMESTIC WATER METER FLOW MEASURING AND BALANCING DEVICE BALL VALVE CHECK VALVE ITEM TO BE DEMOLISHED AREA NOT IN CONTRACT PIPING BEING DEMOLISHED THREE WAY VALVE BUTTERFLY VALVE ABOVE GROUND PIPING PIPE SIZE TAG (DIAMETER) DRAIN TAG DRAIN SIZE FLOOR DRAIN FIXTURE DRAIN SIZE ROOF DRAIN FIXTURE TYPE (SEE SCHEDULE) DRAIN TAG PLUMBING FIXTURE TAG PLUMBING FIXTURE PIPE RISE PIPE DROP PIPE TEE REDUCING 45 DEGREE TEE 45 DEGREE TEE ? BELOW GROUND PIPING PIPE INVERT ELEVATION TAG PIPE SLOPE TAG BD BLOWDOWN TYPE (SEE SCHEDULE) X" V UP THRU FLOOR TYPE (SEE SCHEDULE) MOTORIZED CONTROL VALVE PRESSURE REDUCING VALVE SOLENOID VALVE THREE WAY MOTORIZED CONTROL VALVE Room 1 INVERT: -10' - 1" 1/8" / 12" SLOPE 6" FD-1 HB-1 RO REVERSE OSMOSIS WATER HPS STEAM-HIGH PRESSURE 16"x8" 16"/8" (E) F S M B D C 16"Ø R/A O/A T/A O/A S-O/A S/A RETURN AIR S/A OUTSIDE AIR R/A OUTSIDE AIR 100% OUTSIDE AIR SUPPLY AIR TRANSFER AIR GRILLES, REGISTERS, AND DIFFUSERS TAG CFM EXISTING DUCT TAG OVAL DUCT SIZE TAG (WIDTH / HEIGHT) SQUARE DUCT SIZE TAG (WIDTH x HEIGHT) HVAC SYMBOLS MECHANICAL EQUIPMENT TAG EXISTING MECHANICAL EQUIPMENT TAG (TYPICAL FOR ALL EXISTING TAGS) FIRE DAMPER SMOKE DAMPER MOTORIZED DAMPER MANUAL BALANCING DAMPER BACKDRAFT DAMPER COMBINATION FIRE/SMOKE DAMPER CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR HUMIDISTAT HUMIDITY SENSOR NITROGEN DIOXIDE SENSOR SENSOR TEMPERATURE & HUMIDITY SENSOR SUPPLY OUTLET RETURN/EXHAUST INLET LINEAR DIFFUSER RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE RECTANGULAR RETURN/TRANSFER AIR DUCT RISE MECHANICAL EQUIPMENT ROUND DUCT SIZE TAG (DIAMETER) LINEAR DIFFUSER TAG CFM TYPE (SEE SCHEDULE) NUMBER OF SLOTS ACTIVE SLOT LENGTH NECK SIZE DUCT BEING DEMOLISHED THERMOSTAT TEMPERATURE SENSOR MANUAL SWITCH TYPE (SEE SCHEDULE) ELEVATION (CENTER OF DIFFUSER FACE) ROUND SUPPLY/OUTSIDE AIR DUCT RISE ROUND RETURN/TRANSFER AIR DUCT RISE RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE ROUND EXHAUST/RELIEF AIR DUCT RISE DROP DROP DROP DROP DROP DROP EXISTING MECHANICAL EQUIPMENT GE/A GREASE EXHAUST AIR SE/A SMOKE EXHAUST AIR MECHANICAL EQUIPMENT TAG (REFER TO OTHER DISCIPLINE FOR ADDITIONAL INFORMATION) MECHANICAL EQUIPMENT FOR REFERENCE SECTORIZING BAFFLE OR BLANKOFF PANEL L/A RELIEF AIR E/A GENERAL EXHAUST AIR S-O/A CONDITIONED OUTSIDE AIR SD1 150 CFM 2 / 2' - 0" / 6" 150 LSD1 0' - 0" AFF VAV-XX (E)VAV-XX VAV-XX PIPE LEGENDS ABBREVIATIONS UPRIGHT SPRINKLER HEAD PENDENT SPRINKLER HEAD RECESSED SPRINKLER HEAD CONCEALED SPRINKLER HEAD 'D' REPRESENTS DRY SPRINKLER HEAD SIDEWALL SPRINKLER HEAD EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD OBSTRUCTION FROM DUCTWORK 48" AND GREATER FIRE FIRE PROTECTION WET 48"x18" S/A 2" SD-1 ACT ACOUSTICAL CEILING TILES (V.) FIELD VERIFY AD ACCESS DOOR ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT AUTO AUTOMATIC B/G BELOW GRADE BLDG BUILDING BSMT BASEMENT CFCI CONTR. FURNISHED, CONTR. INSTALLED CL CENTER LINE CLG CEILING CONN CONNECTION CONT CONTINUATION CONTR CONTRACTOR DET DETAIL DIA DIAMETER DN DOWN DTL DETAIL DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION ELEV ELEVATOR EQUIP EQUIPMENT EXIST EXISTING EXP EXPLOSION FF FINISHED FLOOR FL FLOOR FTG FOOTING FV FIELD VERIFY GC GENERAL CONTRACTOR HCP HANDICAPPED LP HORZ HORIZONTAL ID INSIDE DIMENSION JST JOIST LOC LOCATION MAG MAGNETIC MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MTD MOUNTED NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIMENSION OFCI OWNER FURNISHED, CONTR. INSTALLED OPG OPENING PT POINT RCP REFLECTED CEILING PLAN REF REFERENCE REQD REQUIRED RM ROOM SHT SHEET SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STRUC STRUCTURAL TEMP TEMPORARY TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITE TILE VEST VESTIBULE VIB VIBRATION W/ WITH W/O WITHOUT GENERAL ABBREVIATIONS STEAM PIPING LEGEND (INCLUDES HUMIDIFIER SUPPLY) ### SPECIFIED PRESSURE STEAM HPS HIGH PRESSURE STEAM (>15 PSI) LPS LOW PRESSURE STEAM HPC HIGH PRESSURE RETURN LPC LOW PRESSURE RETURN PC PUMPED CONDENSATE BD BLOWDOWN BFW BOILER FEED WATER SV STEAM VENT HYDRONIC PIPING LEGEND (INCLUDES GLYCOL) CTS CONDENSER WATER SUPPLY CTR CONDENSER WATER RETURN CD CONDENSATE DRAIN CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY SWS SPRAY WATER SUPPLY SWR SPRAY WATER RETURN DTS DUAL TEMP SUPPLY (2-PIPE SYSTEM) DTR DUAL TEMP RETURN (2-PIPE SYSTEM) TW TEMPERED WATER GAS PIPING LEGEND CA COMPRESSED AIR FOS FUEL OIL SUPPLY FOR FUEL OIL RETURN FOV FUEL OIL VENT NG NATURAL GAS N NITROGEN O OXYGEN VAC VACUUM DOMESTIC WATER PIPING LEGEND NPW NON-POTABLE WATER PW POTABLE WATER DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DTW DOMESTIC TEMPERED WATER D##W DOMESTIC WATER AT SPECIFIED TEMP SCW SOFTENED COLD WATER SHW SOFTENED HOT WATER REVERSE OSMOSIS PIPING LEGEND RO REVERSE OSMOSIS SUPPLY (FROM R.O.) ROR REVERS OSMOSIS REJECT REFRIGERATION PIPING LEGEND RL REFRIGERANT LIQUID RS REFRIGERANT SUCTION DE-IONIZED WATER PIPING LEGEND DI DEIONIZED WATER DRAIN WASTE & VENT (DWV) PIPING LEGEND USAN SANITARY SEWER UNDERGROUND SAN SANITARY SEWER ABOVE GROUND STM STORM SEWER RWL RAIN WATER LEADER ORWL OVERFLOW RAIN WATER LEADER V VENT FIRE PROTECTION LEGEND FIRE FIRE SPRINKLER DI DEIONIZED WATER OXYGEN O CONDENSATE PUMPED PC N NITROGEN ROR REVERSE OSMOSIS REJECT SHW SOFTENED HOT WATER STM STORM SEWER SWR SPRAY WATER RETURN SWS SPRAY WATER SUPPLY TW TEMPERED WATER VAC VACUUM MECHANICAL PIPE SYSTEMS FIRE PROTECTION PIPE SYMBOLS PIPING SYMBOLS FLUE EXHAUST GAS FLUE AFMS AIR FLOW MEASURING STATION BAS BUILDING AUTOMATION SYSTEM BD BALANCE DAMPER BO BLOW OFF BWV BACKWATER VALVE CLG COOLING CO CLEAN OUT COND CONDENSATE CV CONSTANT VOLUME DISCH DISCHARGE DMPR DAMPER DOAP DEDICATED OUTSIDE AIR PATH DP DIFFERENTIAL PRESSURE DR DRAIN DS DOWNSPOUT DSN DOWNSPOUT NOZZLE EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EFF EFFICIENCY EG ETHYLENE GLYCOL EMS ENERGY MANAGEMENT SYSTEM EP E LECTRIC-PNEUMATIC ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXP EXPANSION F&T FLOAT & THERMOSTATIC FD FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FLEX FLEXIBLE FM FIRE MAIN FP FIRE PROTECTION FV FACE VELOCITY GA GAUGE GRD GROUND GRD GRILLES, REGISTERS & DIFFUSERS HD HEAD HOA HANDS-OFF-AUTOMATIC HTG HEATING HTR HEATER HVAC HEATING, VENTILATING & AIR-CONDITIONING HYD HYDRANT INSUL INSULATION INV INVERT ISO ISOLATION LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB LP LOW PRESSURE LPG LIQUID PETROLEUM - PROPANE LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE NC NOISE CRITERIA NC NORMALLY CLOSED NO NORMALLY OPEN NEG NEGATIVE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER ORD OVERFLOW ROOF DRAIN PBD PARALLEL BLADE DAMPER PC PLUMBING CONTRACTOR PE PNEUMATIC-ELECTRIC PI PRESSURE INDICATOROR GAUGE PG PROPYLENE GLYCOL PLBG PLUMBING POS POSITIVE PRESS PRESSURE PT PRESSURE TRANSMITTER PVC POLY VINYL CHLORIDE RA RETURN AIR RECIRC RECIRCULATING RET RETURN RFG REFRIGERATION RH RELATIVE HUMIDITY SA SUPPLY AIR SP STATIC PRESSURE STM STEAM TA TRANSFER AIR TCC TEMPERATURE CONTROLS CONTRACTOR TD TEMPERATURE DIFFERENCE TDH TOTAL DYNAMIC HEAD TDL TOTAL DEVELOPED LENGTH TI TEMPERATURE INDICATOROR GAUGE T-STAT THERMOSTAT TT TEMPERATURE TRANSMITTER V VENT VD VOLUME DAMPER VEL VELOCITY VSD VARIABLE SPEED DRIVE VAV VARIABLE AIR VOLUME MECHANICAL ABBREVIATIONS AHU-# AIR HANDLING UNIT ANB-# ACID NEUTRALIZING BASIN AS-# AIR SEPERATOR B-# BOILER CC-# COOLING COIL CO-# CLEAN OUT CH-# CHILLER CP-# CONDENSATE PUMP CRU-# COMPUTER ROOM UNIT CT-# COOLING TOWER CU-# CONDENSING UNITS CUH-# CABINET UNIT HEATER CVR-# CONVECTOR DC-# DRY COOLER DF-# DRINKING FOUNTAIN E-# EXHAUST DIFFUSER OR GRILLE EEW-# EMERGENCY EYEWASH EF-# EXHAUST FAN ERU-# ENERGY RECOVERY UNIT ET-# EXPANSION TANK EWC-# ELECTRIC WATER COOLER FCO-# FLOOR CLEAN OUT FD-# FLOOR DRAIN FCU-# FAN COIL UNIT FLC-# FLUID COOLER FPVAV-# FAN POWERED VAV FTR-# FIN TUBE RADIATION GCO-# GRADE CLEAN OUT GRV-# GRAVITY ROOF VENTILATOR HB-# HOSE BIBB HC-# HEATING COIL HRU-# HEAT RECOVERY UNIT HU-# HUMIDIFIERS HWB-# HOT WATER BOILER HX-# HEAT EXCHANGER IDU-# INDUCTION DISPLACEMENT UNIT IR-# INFRARED HEATER IH-# INTAKE HOOD LAV-# LAVATORY MAU-# MAKE-UP AIR UNIT MH-# MAN HOLE MS-# MOP SINK / SERVICE SINK P-# PUMPS PR-# PANEL RADIATOR PRV-# POWER ROOF VENTILATOR RF-# RETURN FAN R-# RETURN DIFFUSER OR GRILLE RTU-# ROOF TOP UNIT RH-# RELIEF HOOD RD-# ROOF DRAIN RPZ-# REDUCED PRESSURE ZONE BFP S-# SUPPLY DIFFUSER OR GRILLE S-# SINK SA-# SOUND ATTENUATOR SB-# STEAM BOILER SF-# SUPPLY FAN SSEW-# SAFETY SHOWER/EYEWASH T-# TRANSFER DIFFUSER OR GRILLE TF-# TRANSFER FAN UH-# UNIT HEATERS UR-# URINAL VAV-# VARIABLE AIR VOLUME UNIT VTR-# VENT THROUGH ROOF WB-# WALL / VALVE BOX WC-# WATER CLOSET WC0-# WALL CLEAN OUT WF-# WASH FOUNTAIN WH-# WALL HYDRANT WH-# WATER HEATERS WS-# WATER SOFTENER UNIT EQUIPMENT ABBREVIATIONS HVAC GENERAL NOTES * SUPPLY AND RETURN PIPING TO COILS ARE THE SAME SIZE. * CONTRACTOR SHALL LOCATE THERMOSTATS AND TEMPERATURE SENSORS AT 5'-0" AFF, A MINIMUM OF 8" FROM LIGHT SWITCH. * REFER TO PIPING DRAWINGS FOR THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. * CONDENSATE DRAINS SHALL BE SUPPLIED FOR ALL COOLING EQUIPMENT. CONTRACTOR SHALL ENSURE PROPER INSTALLATION AND DRAINAGE AS REQUIRED BY FEDERAL, STATE, AND LOCAL CODES. CONDENSATE PIPING SHALL BE TYPE "L" COPPER. * PROVIDE A 4" HOUSEKEEPING PAD FOR EACH PIECE OF MECHANICAL EQUIPMENT. COORDINATE SIZES WITH MECHANICAL EQUIPMENT SELECTED. * ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE RATED FOR PRESSURE CLASS OF 2" W.G. UNLESS NOTED OTHERWISE. * THIS CONTRACTOR SHALL BE REQUIRED TO REPLACE FILTERS ON HVAC EQUIPMENT AFTER ALL DUST PRODUCING CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO THE FINAL PUNCH. PLUMBING GENERAL NOTES * FIELD VERIFY ALL NEW WATER, WASTE, AND VENT PIPING CONNECTIONS AND PROVIDE NEW CONNECTIONS AS REQUIRED FOR PROPERLY OPERATING SYSTEMS. * PITCH UNDERFLOOR SANITARY WASTE AND STORM PIPING 3" AND GREATER AT 1/8" PER FOOT, UNLESS NOTED OTHERWISE. PITCH ALL OTHER WASTE PIPING AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. * FIELD VERIFY LOCATION AND INVERTS OF SITE UTILITIES PRIOR TO INSTALLATION. * ROUTE DOMESTIC WATER, FIRE PROTECTION, SANITARY SEWER, AND STORM SEWER SERVICES TO SITE UTILITIES 5'-0" FROM BUILDING UNLESS NOTED OTHERWISE. REFER TO CIVIL PLANS. * WASTE AND VENT PIPING BELOW FLOOR AND THROUGH FLOOR SHALL BE 2" MINIMUM. * PROVIDE CLEANOUT IN ACCESSIBLE LOCATION AT THE BASE OF ALL PLUMBING RISERS. PROJECT GENERAL NOTES * REMOVE ALL UNUSED PIPING, DUCTWORK AND ACCESSORIES. * THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING CONDITIONS FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN TENANT SPACE AND WITHIN CLOSE PROXIMITY OF TENANT SPACE. * THE MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR ON THE EXISTING EQUIPMENT AND ITS ACCESSORIES AS FOLLOWS: CLEAN ALL COILS, REPLACE THE FILTERS AND BELTS, INSPECT, REPAIR, OR REPLACE THE ECONOMIZERS, DRIVES AND FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER ITEM NECESSARY FOR A COMPLETE AND PROPER OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE, PRIOR TO FINAL BIDDING, AND VERIFY ALL EXISTING SITE CONDITIONS. PROVIDE ALL MATERIAL AND COMPONENTS AS NEEDED TO BRING THE UNITS TO FULL COMPLIANCE OF THE LANDLORD'S CRITERIA AND LOCAL AUTHORITY HAVING JURISDICTION. * WHERE FLOOR DRAINS OCCUR WITHIN THE LIMITS OF CONSTRUCTION, PREVENT CONSTRUCTION DEBRIS FROM ENTERING DRAIN BODY BY SEALING DRAIN OPENING PRIOR TO START OF WORK. * COORDINATE INSTALLATION OF PIPING, DUCTWORK, CONDUIT, LIGHTS, CABLE TRAY, STRUCTURE, AND EQUIPMENT TO PREVENT CONFLICTS. * THE CONTRACTOR SHALL BE FAMILIAR WITH ALL THE CONDITIONS BOTH EXISTING AND THOSE ILLUSTRATED BY THESE DOCUMENTS AS WELL AS THOSE WHICH CAN BE REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, ELECTRICAL, VENTILATION, PLUMBING, AND OTHER SYSTEMS INVOLVED ON THIS PROJECT. * FINAL PRODUCT SHALL BE A COMPLETE AND FUNCTIONING SYSTEM, AND SHALL CONFORM TO ALL REQUIREMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL MECHANICAL CODE. * LOCATE EQUIPMENT REQUIRING ACCESS 2'-0" MAXIMUM ABOVE CEILING. * ALL ROOF MOUNTED EQUIPMENT SHALL BE A MINIMUM 10'-0" FROM EDGE OF ROOF. * LOCATE DUCTWORK, PIPING AND MECHANICAL EQUIPMENT AWAY FROM THE SPACE ABOVE ELECTRICAL PANELS. TRANSFORMERS AND OTHER ELECTRICAL EQUIPMENT. * FIRE SEAL AROUND DUCT AND PIPING PENETRATIONS OF FIRE RATED WALLS. REFER TO SPECIFICATION. * PROVIDE SLEEVES AND/OR OPENINGS TO RUN PIPES AND DUCTS THROUGH FOUNDATIONS, FLOORS, WALLS, AND ROOF. * ADJUST PIPING AND DUCTWORK SIZES TO PROPERLY CONNECT TO MECHANICAL EQUIPMENT. * REFER TO PLUMBING SERIES DRAWINGS FOR GAS AND A.C. CONDENSATE DRAIN PIPING. * PIPE SIZES SHOWN SHALL BE CONTINUED IN THE DIRECTION OF FLOW UNTIL ANOTHER SIZE IS SHOWN. * FOR DETAILS, EQUIPMENT CONNECTIONS, AND PIPE SIZES NOT SHOWN ON THE SEGMENTS, REFER TO DETAILS, SCHEDULES, AND SPECIFICATIONS. * INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AT A LEVEL OF QUALITY AND WORKMANSHIP CONSISTENT WITH THE SPECIFICATIONS. * LOCATIONS OF PIPING, DUCTWORK AND EQUIPMENT AS INDICATED ON THE DRAWING, ARE APPROXIMATE AND SUBJECT TO MINOR ADJUSTMENTS IN THE FIELD. WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID INTERFERENCE IN THE FIELD. * INSTALL EXPOSED PIPING AND DUCTWORK AS HIGH AS PRACTICAL IN ROOMS WITHOUT CEILINGS. MECHANICAL SHEET INDEX M1 MECHANICAL COVER PAGE M2 MECHANICAL DEMOLITION PLAN M3 MECHANICAL FLOOR PLAN M4 MECHANICAL DETAILS M5 MECHANICAL SCHEDULES SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 1228 North 14th Avenue Ste 103 Bozeman, MT 59715 (t) 406-219-2633 (f) 406-219-2635 www.ae2s.com C:\ A u t o d e s k \ R e v i t T e m p \ B o z e m a n P e a r S t B o o s t e r S t a t i on _ M E P _ v 1 7 _ s r s c h m i d t A L M 2 D . r v t 5/1 / 2 0 2 0 1 : 3 7 : 0 2 P M APRIL 2020 P05097-2017-016 ZCT TAW PSH RECORD ME C H A N I C A L C O V E R P A G E BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N M1 1 OF 5 1/21/19 11 3 3 5 4 2 2 0 2'4'1' 1/2" = 1'-0" M2 1 LEVEL 1 MECHANICAL DEMOLITION PLAN SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 1228 North 14th Avenue Ste 103 Bozeman, MT 59715 (t) 406-219-2633 (f) 406-219-2635 www.ae2s.com C:\ A u t o d e s k \ R e v i t T e m p \ B o z e m a n P e a r S t B o o s t e r S t a t i on _ M E P _ v 1 7 _ s r s c h m i d t A L M 2 D . r v t 5/1 / 2 0 2 0 1 : 3 7 : 0 4 P M APRIL 2020 P05097-2017-016 ZTC TAW PSH RECORD ME C H A N I C A L D E M O L I T I O N P L A N BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N M2 Keynote Legend Key Value Keynote Text 1 Demo existing floor drain strainer. Provide new replacement strainers. 2 Disconnect and remove existing electric unit heater. Demo heater, supports and associated controls. Coordinate demo associated electrical service back to panel. 4 Disconnect and remove existing electric water heater. Demo tank and supports. Demo water piping from effluent connection to water heater and supply back to source. Coordinate demo associated electrical service back to panel. 5 Disconnect and remove existing cabinet mounted sink. Demo associated water, waste and vent piping back to source. PROJECT NORTH 2 OF 5 1/21/19 T UH-1 UH-2 M2 M1 M1 ACCU-1 IEU-1 M3 M3 M4 PRESSURE REDUCING VALVE. CONNECT TO SIDE OF PROCESS LINE. SECURELY ANCHOR ACCU -1TO WALL MOUNTING BRACKETS AND BRACKETS TO BUILDING WALL. REFRIGERANT PIPING BTWN CONDENSER AND EVAPORATOR. SEAL WALL OPENINGS WEATHERTIGHT. ISOLATION VALVE ROUTE 1/2" PUMPED CONDENSATE TUBING, MIN. 4" FROM CEILING, FROM IEU -1INTEGRAL CONDENSATE PUMP TO FLOOR DRAIN. THERMOSTAT FOR IEU -1. DH-1 PORTABLE DEHUMIDIFIER. PROVIDE 3/4" TUBING BTWN INTEGRAL DH -1CONDENSATE PUMP AND NEAREST FLOOR DRAIN. 3/4" RPZ MOUNTED ON WALL BELOW IEU -1. PROVIDE 3/4" COPPER DRAIN LINE W/ FUNNEL AT APPROX. 4'-0" A.F.F. FOR TESTING AND MAINTENANCE. FIELD ROUTE TO NEAREST FLOOR DRAIN. 3/4" CD 3/4" DCW SUPPORT VERTICAL PIPE FROM PROCESS PIPING. ISOLATION VALVE ROUTE CONDENSATE TUBING ALONG PROCESS PIPING TO FLOOR DRAIN. REFRIGERANT PIPING BTWN CONDENSER AND EVAPORATOR. SECURELY MOUNT TO WALL W/ TOP AT 0'-6" BELOW CEILING. HANG PIPING AT APPROX. 8'-0" DROP PI PRESSURE GAUGE. SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 1228 North 14th Avenue Ste 103 Bozeman, MT 59715 (t) 406-219-2633 (f) 406-219-2635 www.ae2s.com C:\ A u t o d e s k \ R e v i t T e m p \ B o z e m a n P e a r S t B o o s t e r S t a t i on _ M E P _ v 1 7 _ s r s c h m i d t A L M 2 D . r v t 5/1 / 2 0 2 0 1 : 3 7 : 0 6 P M APRIL 2020 P05097-2017-016 ZCT TAW PSH RECORD ME C H A N I C A L F L O O R P L A N BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N M3 0 2'4'1' 1/2" = 1'-0" M3 1 MECHANICAL FLOOR PLAN Keynote Legend Key Value Keynote Text M1 New electric unit heater M2 New wall hydrant M3 Contractor to provide new strainers for existing floor drains. Verify exact size and type. M4 New wall mounted hose station. PROJECT NORTH 3 OF 5 1/21/19 ISSUE NO. QMF NO. ISSUE NO. QMF NO. OPEN TO ATMOSPHERE TOWARD DRAIN SLOPE 1/8"/FT PIPING RUNS UNDER 12" CLEANOUT. NOT REQ’D FOR 4" 2" AIR GAP TO DRAIN CLEAN OUT HALF COUPLING DRAIN PAN ISSUE NO. QMF NO. ISSUE NO. QMF NO. ISSUE NO. QMF NO. BALL VALVE KEY OPERATION WALL HYDRANT 4 M4 NOT TO SCALE 01 07−7049 EXTERIOR INTERIOR FROST PROOF WALL HYDRANT APPLY SILICONE AROUND EDGES ADJUSTABLE WALL CLAMP ANCHORED TO WALL ~ EXISTING DECK NEW BOARD INSULATION NEW 20 GA. GALV. COVER EXISTING MEMBRANE EXISTING BALLAST NEW NAILER STRIP EXISTING ROOF INSULATION ALL SIDES AND TOP 1. SEAL PENETRATIONS WATERTIGHT. 2. VERIFY EXISTING CONDITIONS ARE WATERTIGHT OPENINGS. INSULATE 2" OVER REINFORCEMENT. 3. MAXIMUM OPENING SIZE WITHOUT INTERIOR ANGLE AT 12" C. TO C. FOR LARGER REINFORCEMENT: 24x24, PROVIDE 2x2x1/4" MODIFY AS REQUIRED. NOTES: 12 " CAPPED ROOF CURB 1 M4 NOT TO SCALE 01 07−5007 ANGLE REINFORCEMENT WHEN GREATER THAN 24"x24" WOOD BLOCKING TO SUPPORT ANGLE H B ACE D F RL F RS G I G NOTES: 1. A C D E F B SLOPE AT 1’’ IN 10’−0’’ LIQUID LINE SOLENOID VALVE THERMOSTATIC EXPANSION VALVE REPLACEABLE CORE FILTER DRIER SIGHT GLASS SERVICE VALVE I H HOT GAS BY−PASS VALVE WHEN SPECIFIED HOT GAS BY−PASS PIPING WHEN SPECIFIED VIBRATION ISOLATORS G REFRIGERANT PIPING DIAGRAM CONDENSER BELOW COIL 2 M4 NOT TO SCALE 01 J J INVERTED TRAP TO HEIGHT OF EVAPORATOR COIL CONDENSING UNIT W/ FACTORY SUCTION AND LIQUID SERVICE AND DRIER CONDENSING UNIT DX COIL AHU CONDENSATE TRAP 3 M4 NOT TO SCALE 01 07−6002 NOTE: SEE MFR’S THREADED ROD DATA FOR LOAD CARRYING CAPACITIES. ROD: ASTM.A36 SIDE VIEW ADJUSTABLE CLEVIS HANGER 1/2" DIA. HANGER SPACING ON EACH RODS WITH 36" MAX. CHANNEL TO 800 LB. UNIFORM LOAD HANGER ROD INSULATION ALL PIPING 1−5/8" 12 GAGE 2"x2"x1/4" ANGLE CHANNEL OR SHIELD & INSERT FOR PROVIDE INSULATION TRAPEZE HANGER FOR UP BAND INSULATION SHEILD AT HANGER SECTION ADJUSTABLE ROLLER HANGER SADDLE WELD HANGER ROD MAXIMUM PIPE/TUBING SUPPORT SPACING (LINEAR−FEET) NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. 7 ANVIL HANGER ROD SIZE (INCH) SCH. 40 / STD. CARBON STEEL (MAX. 750°F) 24111 7 7 211 221 3 4 6 5 10 8 18 14 12 16 20 24 SCH. 80 STAINLESS STEEL (MAX. 750°F) NOM. PIPE SIZE (INCH) SCH. 10 SCH. 40 PVC/CPVC SCH. 40 (100°F) SCH. 80 (100°F) 4 5 5 6 6 7 8 10 − − −4 1_ 2 5 6 1_ 2 71_ 2 81_ 2 9 1_ 2 4 1_2 5 51_2 51_2 6 6 1_2 7 7 1_2 8 9 91_210 11 − − − 7 11 8 1_2 11 13 15 17 18 20 22 − − − − −10 14 10 11 12 16 17 19 22 23 9 14 25 27 28 30 32 7 7 7 10 11 12 16 17 19 22 23 9 14 25 27 28 30 32 7 7 7 10 11 12 16 17 19 22 23 9 14 25 27 28 30 32 (ANVIL FIG. 260 OR APPROVED EQUAL) (ANVIL FIG. 181 OR APPROVED EQUAL) (ANVIL FIG. 167 OR APPROVED EQUAL) (ANVIL FIG. 166A OR APPROVED EQUAL) (ANVIL FIG. 146 OR APPROVED EQUAL) (FOR LOADS >800lbs. ANVIL FIG. 45/46/50 OR APPROVED EQUAL) INSULATION W/JACKET PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION INSERT BETWEEN PIPE AND INSULATION SHIELD. INSERT SHALL BE PIPE SIZE AND WRAP BOTTOM 180° OF PIPE. MINIMUM LENGTH 1’−0". − 10 1_ 2 10 1_2 12 1_2 3_8 TO 3_4 3_8 3_8 3_8 3_8 1_2 5_8 3_4 3_4 7_8 7_8 1 1 1 11_4 1_2 5_8 11_4 PIPE SUPPORT / SPACING DETAIL 5 M4 NOT TO SCALE 01 07−6055 COPPER TUBING 5 8 8 7 6 −9 10 12 14 16 13 − − − − − − RED THREAD II PIPE −11.4 − − −20.4 −12.6 14.3 17.3 19 −22.6 24.7 26.3 − − − SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 1228 North 14th Avenue Ste 103 Bozeman, MT 59715 (t) 406-219-2633 (f) 406-219-2635 www.ae2s.com C:\ A u t o d e s k \ R e v i t T e m p \ B o z e m a n P e a r S t B o o s t e r S t a t i on _ M E P _ v 1 7 _ s r s c h m i d t A L M 2 D . r v t 5/1 / 2 0 2 0 1 : 3 7 : 0 6 P M APRIL 2020 P05097-2017-016 ZCT TAW PSH RECORD ME C H A N I C A L D E T A I L S BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N M4 4 OF 5 1/21/19 SHEET PROJECT NUMBER CHECKED / APPROVED DATE DRAWING TYPE PREPARED BY / La y o u t : 2 2 x 3 4 DRAWING Advanced Engineering and Environmental Services, Inc. 1228 North 14th Avenue Ste 103 Bozeman, MT 59715 (t) 406-219-2633 (f) 406-219-2635 www.ae2s.com C:\ A u t o d e s k \ R e v i t T e m p \ B o z e m a n P e a r S t B o o s t e r S t a t i on _ M E P _ v 1 7 _ s r s c h m i d t A L M 2 D . r v t 5/1 / 2 0 2 0 1 : 3 7 : 0 7 P M APRIL 2020 P05097-2017-016 ZCT TAW PSH RECORD ME C H A N I C A L S C H E D U L E S BO Z E M A N , M O N T A N A CI T Y O F B O Z E M A N PE A R S T R E E T B O O S T E R S T A T I O N R E H A B I L I T A T I O N M5 1. INTEGRAL THERMOSTAT UH-2 SEE PLAN MODINE HER-75 HORIZONTAL 7.5 25,600 530 45 8 FT 14 FT 480/3/60 - UH-1 SEE PLAN MODINE HER-75 HORIZONTAL 7.5 25,600 530 45 8 FT 14 FT 480/3/60 - RISE °F HEIGHT LBS. TAG LOCATION MFR. MODEL NO. TYPE Kw BTUH CFM TEMP. MAX THROW V/Ph/Hz WEIGHT REMARKS CAPACITY AIR DELIVERY ELECTRICAL ELECTRIC UNIT HEATER WH-1 WALL HYDRANT ZURN Z1320-EZ - - 3/4" -ENCASED 'ANTI-SIPHON' AUTOMATIC DRAINING WALL HYDRANT FOR FLUSH INSTALLATION. INTERGRAL BACKFLOW PREVENTER, COPPER CASING, ALL BRONZE INTERNAL PARTS W/ 1/2 TURN CERAMIC DISC CARTRIDGE. STAINLESS STEEL BOX AND HINGED COVER W/ OPERATING KEY LOCK. HB-1 HOSE BIBB (INTERIOR... STRAHMAN M-156N - - 3/4" - WALL MOUNTED HOSE RACK, INTEGRAL HOSE RACK, HOSE ASSEMBLY 'A' W/ NOZZLE & 50FT WHITE HOSE TAG DESCRIPTION MFR. MODEL NO. WASTE VENT DCW DHW REMARKS PLUMBING FIXTURE SCHEDULE 3. CONTAINS AN INTERNAL CONDENSATE PUMP CAPABLE OF LIFTING CONDENSATE 17 FEET AND 20 FEET OF CONDENSATE HOSE. 2. WIRING IS THROUGH FACTORY INSTALLED SIX FOOT POWER CORD; 115V W/ GROUND. 1. PROVIDE TWO (2) ADDITIONAL 16"x20"x2" PLEATED MEDIA, MERV-11 FILTERS. DH-1 PORTABLE QUEST HI-E DRY 195 195 610 115/1/60 13.1 130 1,2,3 @ 80°F, 60% LBS. TAG LOCATION MFR. MODEL NO. PINTS / DAY CFM V/Ph/Hz AMPS WEIGHT REMARKS CAPACITY IN ELECTRICAL PORTABLE DEHUMIDIFIER 2. PROVIDE LOW AMBIENT KIT. 1. PROVIDE WIND BAFFLE AND WALL MOUNTING KIT NOTES: ACCU-1 SEE PLAN MITSUBISHI PUZ-A42NKA7 IEU-1 10.0 42 4 SCROLL ANB42FJTMT R-410A 13.4 lbs 76 1 3320 208/230-1-60 37 40 300 1,2 TYPE CHARGE AMBIENT °F AMPS LBS. TAG LOCATION MFR. MODEL NO. PAIRED WITH EER MBH TONS TYPE MODEL REFRIGERANT OUTDOOR NO. CFM V/Ph/Hz MCA FUSE WEIGHT REMARKS CAPACITY COMPRESSOR CONDENSER FANS ELECTRICAL EXTERIOR CONDENSING UNIT DUCTLESS SPLIT SYSTEM 2. PROVIDE OPTIONAL INTEGRAL CONDENSATE PUMP 1. PROVIDE OPTIONAL WIRED REMOTE CONTROLLER. IEU-1 PUMP ROOM MITSUBISHI PCA-A42KA7 ACCU-1 1 810-885-955-1025 208/230-1-60 2 15 90 ALL LBS. TAG LOCATION MFR. MODEL NO. PAIRED WITH NO. CFM V/Ph/Hz MCA FUSE WEIGHT REMARKS EVAPORATOR FANS ELECTRICAL INTERIOR EVAPORATOR UNIT DUCTLESS SPLIT SYSTEM 5 OF 5 1/21/19 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Symbols and Abbreviations.dwgLast Saved: By: Andrew Hanson Date: Tuesday, May 5, 2020 4:37:00 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: LGND1 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA ELECTRICAL SYMBOLS AND ABBREVIATIONS R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 1 4 E 1 ONE-LINE DIAGRAM AND SCHEMATIC SYMBOLSPRESS TO TEST LAMP -LETTER DENOTES COLOROPERATING COIL, LETTER ORNUMBER DENOTES DEVICE RTM52MENERGIZED TIMERCONTROL - N.C. N.O.DE-ENERGIZED TIMERCONTROL - N.C. N.O.TEMPERATURE SWITCH -N.C., N.O.FLOW SWITCH - N.C., N.O.LIQUID LEVEL SWITCH -N.C., N.O.ROFFRUNAUTO30AFUSE - NUMBERDENOTES RATING SELECTOR SWITCHCIRCUIT BREAKERMAGNETIC TRIPTHERMAL TRIPRUNNING TIME METERCONTACT - N.C., N.O.PRESSURE SWITCH - N.C., N.O.LIMIT SWITCH - N.C., N.O.DISCONNECT SWITCH ELECTRICAL ABBREVIATIONSAAMPERESF&IFURNISH AND INSTALLMMOT O R S T A R T E R O P E R A T I N G C O I L S C P S U P E R V I S O R Y C O N T R O L P A N E L ACABOVE COUNTER (VERIFY HEIGHT)FCVFLOW CONTROL VALVEMAXMAXI M U M S C A D A S U P E R V I S O R Y C O N T R O L A N D D A T A A C Q U I S I T I O N ACKACKNOWLEDGEFEFLOW ELEMENTMCMTHO U S A N D C I R C U L A R M I L S S E S E R V I C E E N T R A N C E AEANALYZER ELEMENTFITFLOW INDICATING TRANSMITTERMCPMOT O R C I R C U I T P R O T E C T O R S E C S E C O N D O R S E C O N D A R Y AIANALOG INPUTFSFLOW SWITCHMECHMEC H A N I C A L S I G S I G N A L AITANALYZER INDICATION TRANSMITTERFUFUSE OR FUSIBLEMFRMAN U F A C T U R E R S O L V v S O L E N O I D V A L V E A.F.F.ABOVE FINISHED FLOORMHMET A L H A L I D E S P S I N G L E P O L E AMAMMMETERGDEGAS DETECT ELEMENTMINMINU T E O R M I N I M U M S P E C S S P E C I F I C A T I O N S ANNANNUNCIATORGFIGROUND FAULT INTERRUPTERMTDMOU N T E D S S N R ' ' S O F T S T A R T ' ' N O N - R E V E R S I N G S W I T C H AOANALOG OUTPUTGNDGROUND S S R S W ' ' S O F T S T A R T ' ' R E V E R S I N G S W I T C H AWGAMERICAN WIRE GAGEGRSGALVANIZED RIGID STEEL CONDUITNFNON- F U S E D S U S E S U I T A B L E F O R U S E A S S E R V I C E E N T R A N C E IMCINTERMEDIATE METAL CONDUITNCNOR M A L L Y C L O S E D BKRBREAKERHDHEAVY DUTYNONOR M A L L Y O P E N T D T I M E D E L A Y BLDGBUILDINGHHHANDHOLENTCNOT C O N N E C T E D T E M P T E M P E R A T U R E H/RHAND/REMOTE T I T T E M P E R A T U R E I N D I C A T I N G T R A N S M I T T E R CKTCIRCUITHOAHAND-OFF-AUTOOL(S)OVE R L O A D R E L A Y C O N T A C T ( S ) T S M O T O R T H E R M A L S W I T C H ℄CENTER LINEHOLHAND-OFF-LOCAL T S T A T T H E R M O S T A T CONTRCONTRACTORHPHORSEPOWERPFPOW E R F A C T O R CPCONTROL PANELHPSHIGH PRESSURE SODIUMPITPRE S S U R E I N D I C A T I N G T R A N S M I T T E R U H U N I T H E A T E R CPTCONTROL POWER TRANSFORMERHSHAND SWITCHPLCPRO G R A M M A B L E L O G I C C O N T R O L L E R CSCONTROL STATIONHTRHEATERPSHPRE S S U R E S W I T C H H I G H V V O L T S CTCURRENT TRANSFORMERHZHERTZ (CYCLES/SECOND)PSLPRE S S U R E S W I T C H L O W V F D V A R I A B L E F R E Q U E N C Y D R I V E LSHHLEVEL SWITCH HIGH HIGHPTTPUS H T O T E S T V M V O L T M E T E R DEDUAL ELEMENTIMCINTERMEDIATE METAL CONDUITPVCPOLY V I N Y L C H L O R I D E C O N D U I T V S V O L T M E T E R S W I T C H DIDIGITAL INPUTLSLLLEVEL SWITCH LOW LOW V v V A L V E DISCDISCONNECTJBJUNCTION BOXREQ'DREQ U I R E D DODIGITAL OUTPUTMMOTOR STARTER OPERATING COILRSRIGI D S T E E L C O N D U I T W W A T T S O R W I R E DPDAMP PROOFKVAKILOVOLT-AMPERESRTDRESI S T A N C E T E M P E R A T U R E D E T E C T O R W / W I T H KVARKILOVOLT-AMPERES REACTIVERTMRUN N I N G T I M E M E T E R W W W I R E W A Y ECELECTRICAL CONTRACTORKWKILOWATTSRTRREM O T E T E S T / R E S E T W P W E A T H E R P R O O F ELECELECTRICALMECHMECHANICALEMTELECTRICAL METALLIC TUBINGLITLEVEL INDICATING TRANSMITTER X F M R T R A N S F O R M E R EXPEXPLOSION PROOFLMFLIQUID-TIGHT METALLIC CORE FLEXIBLE CONDUITEQUIPEQUIPMENTLSHLEVEL SWITCH HIGH Z C P O S I T I O N C O N T R O L L E R LSHHLEVEL SWITCH HIGH HIGH Z I P O S I T I O N I N D I C A T O R LSLLEVEL SWITCH LOW Z S C P O S I T I O N S W I T C H C L O S E D LSLLLEVEL SWITCH LOW LOW Z S O P O S I T I O N S W I T C H O P E N E D GENERAL NOTES1.AE2S ELECTRICAL DRAWINGS ARE INTENDED TO BEREPRODUCED IN COLOR. AE2S ASSUMES NO LIABILITYFOR CONTRACTORS CHOOSING TO REPRODUCE THESEDRAWINGS IN BLACK AND WHITE OR AT A SCALE WHICHREDUCES LEGIBILITY.2.PLANT MUST REMAIN IN VIRTUALLY CONTINUOUSOPERATION DURING CONSTRUCTION. COORDINATESEQUENCING, SWITCHOVERS, AND SHORT DOWNTIMEPERIODS WITH LOCAL UTILITY COMPANY, THE OWNER,AND THE ENGINEER DURING CONSTRUCTION3.COORDINATE THE INSTALLATION OF ALL BELOW-GRADEAND CAST-IN-PLACE CIRCUITRY WITH OTHER TRADES.4.CONTRACTOR SHALL RETURN ALL DISTURBEDSURFACES AND SOILS TO ORIGINAL ORPRE-CONSTRUCTION CONDITION UNLESSSPECIFICALLY INDICATED OTHERWISE.5.CONTRACTOR SHALL LOCATE OR SHALL HAVE THESERVING UTILITIES LOCATE ALL UNDERGROUND CABLE,CONDUITS, PIPING, UTILITIES, ETC., PRIOR TOCOMMENCING CONSTRUCTION (UNDERGROUNDEXCAVATION). CONTRACTOR SHALL BE RESPONSIBLEFOR THE REPAIR OF ANY DAMAGES DUE TOCONSTRUCTION ACTIVITIES.6.EXISTING AND/OR NEW UNDERGROUND CONDUITS,DUCTBANK, AND OTHER CIRCUITRY SHOWN ON THEPLANS ARE INTENDED TO BE DIAGRAMMATIC INNATURE. CONTRACTOR IS RESPONSIBLE FOR FIELDCONFIRMING ALL CIRCUITRY AND ROUTING.7.CORE DRILL EXISTING STRUCTURES AS REQUIRED FORNEW CONDUIT INSTALLATIONS. PATCH AROUNDPENETRATIONS WITH NON-SHRINK GROUT AND PAINTTO MATCH SURROUNDING SURFACES WHEREAPPLICABLE.8.PLUG ALL UNUSED OPENINGS IN PANELS/EQUIPMENTLEFT BY REMOVALS, CUT OFF ALL ABANDONEDCONDUITS FLUSH WITH SURFACES AND FILL WITHNON-SHRINK GROUT9.REFER TO EXISTING ELECTRICAL DRAWINGS FOR SITEPLAN DETAILS/CIRCUITRY.10.SCHEDULE 80 PVC CONDUIT IS ALLOWEDUNDERGROUND FOR NON-VFD AND NON-SIGNALCIRCUITS. TRANSITION TO RIGID STEEL CONDUITBEFORE EXPOSING ABOVE GRADE.11.FIELD CONFIRM CONDUIT ROUTING. DO NOT ROUTECONDUIT ON BUILDING EXTERIOR UNLESS NOTEDOTHERWISE. 1 2 . W H E R E T H E P L A N S C A L L F O R D I S C O N N E C T I O N A N D R E M O V A L O F C I R C U I T R Y ( C A B L E A N D C O N D U I T ) , C O M P L E T E C O N D U I T R E M O V A L M A Y N O T B E P R A C T I C A L D U E T O T H E L I M I T S O F O T H E R C O N S T R U C T I O N . I N S U C H C A S E S , T H E C O N T R A C T O R S H A L L D I S C O N N E C T A N D R E M O V E A L L C I R C U I T R Y F R O M C O N D U I T S T H A T A R E T O B E D E M O L I S H E D , S H A L L R E M O V E T H E C O N D U I T S T O 1 8 ' ' M I N I M U M B E L O W G R A D E , A N D S H A L L B E A L L O W E D T O C U T O F F T H E C O N D U I T S A N D A B A N D O N I N P L A C E . T H I S A P P R O A C H S H A L L O N L Y B E U S E D W H E R E L A R G E S C A L E E X C A V A T I O N D U E T O O T H E R C O N S T R U C T I O N A C T I V I T I E S I S N O T P L A N N E D I N A N A R E A . A L L S U C H C O N D U I T A B A N D O N M E N T I N P L A C E S H A L L B E C O N F I R M E D W I T H T H E E N G I N E E R P R I O R T O D O I N G S O . 1 3 . S E E A R C H I T E C T U R A L , S T R U C T U R A L , M E C H A N I C A L , A N D P R O C E S S D R A W I N G S F O R E X A C T E Q U I P M E N T , P I P I N G , A N D B U I L D I N G L A Y O U T S . 1 4 . A L L C O N D U C T O R S A R E T O B E C O P P E R . 1 5 . P R O V I D E A S B U I L T D R A W I N G S . D R A W I N G S S H A L L B E N E A T A N D L E G I B L E . 1 6 . C O O R D I N A T E E L E C T R I C A L W O R K W I T H O T H E R T R A D E S . 1 7 . P R O V I D E P A N E L S C H E D U L E S F O R A L L N E W A N D / O R M O D I F I E D P A N E L S . S C H E D U L E S S H A L L B E T Y P E D . 1 8 . A N Y E L E C T R I C A L B O X T H A T B E C O M E S A B A N D O N E D D U R I N G T H E C O U R S E O F T H E P R O J E C T S H A L L H A V E A B L A N K C O V E R P L A T E . 1 9 . V E R I F Y L O C A T I O N O F A L L F L O O R O U T L E T S W I T H A R C H I T E C T P R I O R T O R O U G H - I N . 2 0 . W H E R E O T H E R E L E C T R I C A L D E V I C E S A R E L O C A T E D A D J A C E N T T O L I G H T S W I T C H E S , M O U N T A L L D E V I C E S A T T H E S A M E C E N T E R L I N E E L E V A T I O N . W H E R E E L E C T R I C A L D E V I C E S A R E N O T L O C A T E D A D J A C E N T T O L I G H T S W I T C H E S , M O U N T D E V I C E S A T 4 8 ' ' A . F . F . , U N L E S S N O T E D O T H E R W I S E . 2 1 . D O N O T S C A L E D R A W I N G S . V E R I F Y D I M E N S I O N S I N F I E L D P R I O R T O C O M M E N C E M E N T O F W O R K . 2 2 . F I N A L C O N N E C T I O N S T O E Q U I P M E N T S H A L L B E P E R M A N U F A C T U R E R ' S A P P R O V E D W I R I N G D I A G R A M S , D E T A I L S , A N D I N S T R U C T I O N S . I T S H A L L B E T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O P R O V I D E M A T E R I A L S A N D E Q U I P M E N T C O M P A T I B L E W I T H E Q U I P M E N T A C T U A L L Y S U P P L I E D . 2 3 . A L L E M P T Y R A C E W A Y S Y S T E M S S H A L L H A V E A P U L L W I R E O R E Q U A L A N D S H A L L B E I D E N T I F I E D A T A L L J U N C T I O N , P U L L , A N D T E R M I N A T I O N P O I N T S , U S I N G P E R M A N E N T M E T A L L I C T A G S . T A G S H A L L I N D I C A T E I N T E N D E D U S E O F C O N D U I T , O R I G I N A T I O N , A N D T E R M I N A T I O N P O I N T S O F E A C H I N D I V I D U A L C O N D U I T . 2 4 . I T I S T H E I N T E N T O F T H E S E D R A W I N G S A N D S P E C I F I C A T I O N S T O E S T A B L I S H A S T A N D A R D O F Q U A L I T Y . T H E E N G I N E E R R E S E R V E S T H E R I G H T T O A P P R O V E M E T H O D S A N D M A T E R I A L S N O T R E F L E C T E D H E R E I N . 2 5 . C O N T R A C T O R S H A L L V I S I T S I T E P R I O R T O B I D A N D V E R I F Y T H A T C O N D I T I O N S A R E A S I N D I C A T E D . C O N T R A C T O R S H A L L I N C L U D E I N T H E I R B I D , C O S T S R E Q U I R E D T O M A K E H I S W O R K M E E T E X I S T I N G C O N D I T I O N S . 2 6 . W O R K S H A L L B E P E R F O R M E D I N A W O R K M A N L I K E M A N N E R T O T H E S A T I S F A C T I O N O F T H E A R C H I T E C T / E N G I N E E R . 2 7 . W O R K , M A T E R I A L S , A N D E Q U I P M E N T S H A L L C O N F O R M T O T H E L A T E S T E D I T I O N S O F L O C A L , S T A T E , A N D N A T I O N A L C O D E S A N D O R D I N A N C E S . 2 8 . V E R I F Y T H A T E X A C T L O C A T I O N O F E Q U I P M E N T T O B E F U R N I S H E D B Y O T H E R S P R I O R T O R O U G H - I N . 2 9 . S Y S T E M S S H A L L B E T E S T E D F O R P R O P E R O P E R A T I O N . I F T E S T S S H O W T H A T W O R K I S D E F E C T I V E , C O N T R A C T O R S H A L L M A K E C O R R E C T I O N S N E C E S S A R Y A T N O C O S T T O O W N E R . 3 0 . S Y S T E M S S H A L L B E C O M P L E T E , O P E R A B L E , A N D R E A D Y F O R C O N T I N U O U S O P E R A T I O N . L I G H T S , S W I T C H E S , R E C E P T A C L E S , M O T O R S E T C . S H A L L B E C O N N E C T E D A N D O P E R A B L E . 3 1 . A L L C O N D U I T I S T O B E R I G I D S T E E L W I T H C A S T ' F S ' S T Y L E B O X E S . M A K E F I N A L E Q U I P M E N T C O N N E C T I O N S U S I N G L I Q U I D - T I G H T M E T A L L I C F L E X . 3 2 . A L L L I G H T I N G A N D R E C E P T A C L E C I R C U I T R Y C O N D U C T O R Q U A N T I T Y A N D C O N D U I T I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . L I G H T I N G C I R C U I T R Y I S T O B E A M I N I M U M O F # 1 2 A W G C O P P E R I N 3 / 4 ' ' C O N D U I T , Q U A N T I T Y A S R E Q U I R E D . 3 3 . A L L C A B L E C O N N E C T I O N S S H A L L B E T O R Q U E D A C C O R D I N G T O M A N U F A C T U R E R R E Q U I R E M E N T S , U L S T A N D A R D 4 8 6 A - B , N E C A N N E X I A S A P P L I C A B L E . A D D I T I O N A L L Y , C O N T R A C T O R S H A L L M A R K E A C H P R O P E R L Y T O R Q U E D B O L T / L O C K W A S H E R / N U T A S S E M B L Y W I T H A P E R M A N E N T P A I N T S T R I P E O V E R B O T H T H E B O L T / L O C K W A S H E R / N U T A S S E M B L Y A N D T H E L U G A S S E M B L Y T O I N D I C A T E A N Y C H A N G E S I N T H E P O S I T I O N O V E R T I M E . A N T E N N A D U C T D E T E C T O R R E M O T E I N D I C A T O R D U C T S M O K E D E T E C T O R S M O K E D E T E C T O R H E A T D E T E C T O R R = R A T E O F R I S E , 1 3 5 ° = F I X E D R A T E M P = M O I S T U R E A N D D U S T P R O O F C = C O M B I N A T I O N P U L L S T A T I O N F I R E A L A R M H O R N O N L Y S T R O B E O N L Y ( N U M B E R I N D I C A T E S C A N D E L A R A T I N G ) P U L L S T A T I O N ( C H E M I C A L ) C H E M I C A L H O R N / S T R O B E F I R E C H I M E / S T R O B E F I R E H O R N / S T R O B E ( N U M B E R I N D I C A T E S C A N D E L A R A T I N G . ) I F S S H 1 5 1 5 C O M M U N I C A T I O N / S E C U R I T Y / F I R E P R O T E C T I O N S Y M B O L S S F E E C D E V I C E M O U N T E D I N F I E L D C O N T R O L C E N T E R ( M C C ) D E V I C E M O U N T E D I N M O T O R T H E R M A L O V E R L O A D T R I P U N I T S G R O U N D C O N N E C T I O N C H A S S I S C O N N E C T I O N I N D I C A T I N G L I G H T - L E T T E R D E N O T E S C O L O R ( P . T . T . = P U S H T O T E S T ) * G R O U N D R O D L I G H T N I N G A R R E S T O R V S C O N T R O L O R I N S T R U M E N T S W I T C H - L E T T E R S D E N O T E S F U N C T I O N C U R R E N T T R A N S F O R M E R P O T E N T I A L T R A N S F O R M E R - D R A W O U T T Y P E W I T H P R I M A R Y F U S E S C O N T R O L S T A T I O N C S I N S T R U M E N T - L E T T E R D E N O T E S T Y P E A M M O T O R C I R C U I T P R O T E C T O R ( M C P ) M O L D E D C A S E C I R C U I T B R E A K E R SURGE CAPACITOR C O N T R O L O R P O T E N T I A L T R A N S F O R M E R POWER FACTOR CAPACITOR WITHFUSING AND INDICATING LIGHTS PUSHBUTTONCONTACT ON, OFFDOUBLE CIRCUITPUSHBUTTON SWITCH TORQUE SWITCH - N.C., N.O. R P . T . T . 2 0 M O T O R ( N U M B E R D E N O T E S H P ) ( T S = T H E R M A L S W I T C H ) T S 2 0 S E N S O R 2 0 M O T O R ( N U M B E R D E N O T E S H P ) M O T O R ( N U M B E R D E N O T E S H P ) ( S E N S O R = S E A L F A I L ) G E N E R A T O R FUSED DISCONNECT SWITCH G R O U N D / N E U T R A L LINE REACTOR DRAW-OUT CIRCUIT BREAKER H E A T E R W A L L M O U N T E D / C E I L I N G E X I T L I G H T - L E T T E R & N U M B E R S I M I L A R T O H I D O R I N C A N D E S C E N T F I X T U R E , S H A D I N G D E N O T E F A C E ( S ) A N D A R R O W ( S ) I F R E Q U I R E D W A L L / C E I L I N G M O U N T E D F L U O R E S C E N T / I N D U C T I O N / L E D F I X T U R E - C A P I T A L L E T T E R D E N O T E S T Y P E , N U M B E R D E N O T E S C I R C U I T , S M A L L L E T T E R D E N O T E S S W I T C H L E G . W A L L M O U N T E D / C E I L I N G / H U N G L I N E A R F I X T U R E S - L E T T E R S & N U M B E R S S I M I L A R T O F I X T U R E S A B O V E . H A L F S O L I D F I X T U R E I N D I C A T E S F I X T U R E I S O N A N E M E R G E N C Y O R U N S W I T C H E D L I G H T I N G C I R C U I T . N U M B E R D E N O T E S D U P L E X C O N V E N I E N C E O U T L E T - C I R C U I T , I N C H E S D E N O T E M O U N T I N G H E I G H T I F O T H E R T H A N N O R M A L , L E T T E R S S P E C I F Y O T H E R C O N D I T I O N S i e : W P , D P , O R G F I . G F I W P 2 4 ' ' A / 1 d A / 1 d E / 1 E / 1 A / 1 d A / 1 D E V I C E S Y M B O L S 3 a P S J J T R T R G F C I R E C E P T A C L E . A B O V E C O U N T E R R E C E P T A C L E F L O O R M O U N T E D R E C E P T A C L E D O U B L E D U P L E X R E C E P T A C L E R E M O T E T E S T / R E S E T ( R T R ) B E L O W - G R A D E H A N D H O L E / P U L L B O X ( S E E T Y P I C A L D E T A I L ) S P E C I A L P U R P O S E R E C E P T A C L E J U N C T I O N B O X - C E I L I N G / W A L L M O U N T E D M E C H A N I C A L T H E R M O S T A T P H O T O S E N S O R S W I T C H - N O M A R K I N G I S S I N G L E P O L E , 2 I S D O U B L E P O L E , 3 I S 3 - W A Y , 4 I S 4 - W A Y M O T O R C I R C U I T R Y - E X P O S E D , S U R F A C E M O U N T E D C I R C U I T R Y - B E L O W G R A D E O R F L O O R C I R C U I T R Y - C O N C E A L E D I N S T R U C T U R E G R O U N D P U S H B U T T O N C O N T R O L S T A T I O N D I S C O N N E C T S W I T C H A C R O S S T H E L I N E S T A R T E R L I G H T I N G C O N T A C T O R ( S E E R E S P E C T I V E P L A N N O T E ) P A D M O U N T F E E D P O I N T ( S E E T Y P I C A L D E T A I L ) C O T H E R A L A R M H O R N / S T R O B E ( N U M B E R I N D I C A T E S C A N D E L A R A T I N G . ) M A G N E T I C D O O R H O L D E R F I R E S P R I N K L E R T A M P E R S W I T C H F I R E S P R I N K L E R F L O W S W I T C H D R Y S Y S T E M P R E S S U R E S W I T C H ' E ' I N D I C A T E S E X I S T I N G D E V I C E T O R E M A I N D O O R A C C E S S C O N T R O L L E R M A G N E T I C D O O R S W I T C H S E C U R I T Y K E Y P A D C A R D R E A D E R ( P R O X I M I T Y T Y P E ) E L E C T R I C D O O R S T R I K E I N T E R C O M S T A T I O N 1 5 V F L D P S E K P S D S C R E S A D A C P F A C P F A A P R E P V C R E Q U E S T T O E X I T P A G I N G S Y S T E M H O R N P A G I N G S Y S T E M S P E A K E R V O L U M E C O N T R O L F I R E A L A R M C O N T R O L P A N E L F I R E A L A R M R E M O T E A N N U N C I A T O R P A N E L T E L E P H O N E O U T L E T ' W ' I N D I C A T E S W A L L M O U N T A T + 4 8 ' ' D A T A O U T L E T T E L E P H O N E / D A T A O U T L E T S E C U R I T Y C A M E R A W I R E L E S S A C C E S S P O I N T ( W A P ) C O N D U I T S I Z E & T Y P E C O N D U C T O R S I Z E O R T Y P E Q U A N T I T Y O F C O N D U C T O R S 2 - 1 / C - # 1 2 - 3 / 4 " N U M B E R O F C A B L E S P E R C A B L E R E F E R T O C A B L E & C O N D U I T S C H E D U L E ( s ) C I R C U I T L E G E N D C I R C U I T D E S I G N A T O R 9 9 9 9 X L E T T E R D E S I G N A T I O N I N D I C A T E S A S P E C I F I C S E T O F C O N D U C T O R S I N A C O N D U I T C O N T A I N I N G M U L T I P L E C I R C U I T S N U M E R A L S I N D I C A T E C I R C U I T N U M B E R L E A D E R A D D E D F O R C L A R I T Y W H E N S H O W N I C D E M O L I T I O N L E G E N D I T E M S T O B E R E M O V E D I T E M S T O B E R E U S E D L I N E T Y P E L E G E N D N E W E Q U I P M E N T E X I S T I N G E Q U I P M E N T F U T U R E E Q U I P M E N T 0 5 / 1 5 / 2 0 2 0 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S 2 . S E E P S H E E T S F O R A D D I T I O N A L E Q U I P M E N T T O B E R E M O V E D B Y O T H E R S . E L E C T R I C A L C O N T R A C T O R T O C O O R D I N A T E A S R E Q U I R E D W I T H O T H E R T R A D E S . D E M O L I T I O N N O T E S E X I S T I N G P U M P M O T O R R E M O V E D B Y G E N E R A L C O N T R A C T O R . E L E C T R I C A L C O N T R A C T O R T O D I S C O N N E C T E L E C T R I C A L C O N N E C T I O N S . S E E D E T A I L 3 / E 3 F O R F U R T H E R I N S T R U C T I O N S . E L E C T R I C A L C O N T R A C T O R T O R E M O V E E X I S T I N G M O T O R S T A R T E R S S H O W N . S E E D E T A I L 1 / E 3 F O R F U R T H E R I N S T R U C T I O N S . E X I S T I N G C A B I N E T R Y R E M O V E D B Y O T H E R S . E L E C T R I C A L C O N T R A C T O R T O R E M O V E R E C E P T A C L E S P L A C E D I N C O N F L I C T W I T H N E W E Q U I P M E N T A N D R E L O C A T E A D J A C E N T T O E Q U I P M E N T . E X T E R I O R R E C E P T A C L E T H A T I S P A R T O F T H E C I R C U I T S H A L L B E R E C I R C U I T E D A C C O R D I N G L Y . E X I S T I N G C O N T R O L P A N E L R E M O V E D B Y E L E C T R I C A L C O N T R A C T O R A N D T U R N E D O V E R T O O W N E R S . S E E D E T A I L 2 / E 3 F O R F U R T H E R D E T A I L S . E X I S T I N G W A T E R H E A T E R R E M O V E D B Y M E C H A N I C A L C O N T R A C T O R . E L E C T R I C A L C O N T R A C T O R T O D I S C O N N E C T A N D R E M O V E C A B L E A N D C O N D U I T I N I T S E N T I R E T Y P R I O R T O R E M O V A L O F W A T E R H E A T E R . E L E C T R I C A L C O N T R A C T O R S H A L L D I S C O N N E C T E X I S T I N G C I R C U I T R Y I N P L A C E A N D R E M O V E E X I S T I N G L I G H T I N G P A N E L . S E E N E W P A N E L B O A R D S C H E D U L E O N S H E E T E 1 1 F O R R E P L A C E M E N T D E T A I L S . S E E P A N E L S C H E D U L E F O R D E T A I L S O F E X I S T I N G C I R C U I T S T O B E R E I N S T A L L E D T O N E W P A N E L B O A R D . E X I S T I N G U N I T H E A T E R S R E M O V E D B Y M E C H A N I C A L C O N T R A C T O R . E L E C T R I C A L C O N T R A C T O R S H A L L D I S C O N N E C T A N D R E M O V E A S S O C I A T E D C A B L E A N D C O N D U I T B A C K T O S O U R C E . E L E C T R I C A L C O N T R A C T O R S H A L L R E M O V E A N D D I S P O S E O F F I X T U R E S A N D A S S O C I A T E D C A B L E A N D C O N D U I T B A C K T O W A L L M O U N T E D L I G H T S W I T C H . E X I S T I N G S O L E N O I D A C T U A T O R S R E M O V E D B Y G E N E R A L C O N T R A C T O R . E L E C T R I C A L C O N T R A C T O R T O D I S C O N N E C T A N D R E M O V E A S S O C I A T E D C A B L E A N D C O N D U I T I N I T S E N T I R E T Y . 1 2 3 4 5 6 7 8 9 N H R O T 1 E 2 E L E C T R I C A L D E M O L I T I O N P L A N 1 2 " 0 1 ' 2 ' 3 ' 4 ' 5 ' 6 ' 7 ' 2 3 1 1 1 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Process Demolition Plan.dwgLast Saved: By: Andrew Hanson Date: Tuesday, May 5, 2020 3:28:07 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: PLAN2 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA ELECTRICAL DEMOLITION PLAN R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 2 1 4 E 2 L E G E N D I T E M S T O B E R E M O V E D 5 C O N S T R U C T I O N N O T E S E X I S T I N G E Q U I P M E N T S H O W N S H A L L R E M A I N I N S E R V I C E A N D O P E R A T I O N A L T H R O U G H O U T T H E D U R A T I O N O F C O N S T R U C T I O N . E X I S T I N G C I T Y O P E R A T E D S U R V E I L L A N C E C A M E R A S T O R E M A I N . E L E C T R I C A L C O N T R A C T O R S H A L L E N S U R E C A M E R A S A N D C I R C U I T R Y A R E N O T D A M A G E D . E X I S T I N G W A L L M O U N T E D N E T W O R K R A C K S H A L L R E M A I N . E L E C T R I C A L C O N T R A C T O R T O E N S U R E N E T W O R K R A C K I S P R O T E C T E D D U R I N G C O N S T R U C T I O N F R O M D A M A G E . 1 2 3 J8 8 8 8 49 9 9 21EXISTINGGENERATORANNUNCIATORJ27EXISTINGELECTRICUNIT HEATER 7 E X I S T I N G E L E C T R I C U N I T H E A T E R 1 E X I S T I N G L I G H T I N G T R A N S F O R M E R 1 E X I S T I N G A T S 6 E X I S T I N G L I G H T I N G P A N E L 3 0 5 / 1 5 / 2 0 2 0 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S 2 . E L E C T R I C A L C O N T R A C T O R T O C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R T O H A V E W A L L S P A I N T E D W H E R E A P P L I C A B L E B E H I N D E Q U I P M E N T N O T E D F O R R E M O V A L . D E M O L I T I O N N O T E S C A B L E A N D C O N D U I T S H O W N T O B E R E M O V E D I N I T S E N T I R E T Y F R O M M O T O R S T A R T E R S B A C K T O D I S T R I B U T I O N P A N E L . E L E C T R I C A L C O N T R A C T O R T O D I S C O N N E C T , R E M O V E , A N D D I S P O S E O F S T A R T E R S S H O W N . E L E C T R I C A L C O N T R A C T O R T O R E M O V E C O N T R O L C A B L E A N D C O N D U I T S I N I T S E N T I R E T Y F R O M L O C A T I O N S H O W N B A C K T O C O N T R O L P A N E L . E L E C T R I C A L C O N T R A C T O R T O R E M O V E C A B L E A N D C O N D U I T S H O W N F R O M E A C H M O T O R ( Q T Y . 3 ) . C A B L E S H A L L B E R E M O V E D F R O M C O N D U I T I N I T S E N T I R E T Y A N D F L E X I B L E M E T A L C O N D U I T S H O W N T O B E R E M O V E D A N D H A N D C A P I N S T A L L E D O N R I G I D C O N D U I T E N T E R I N G F L O O R . E L E C T R I C A L C O N T R A C T O R T O R E M O V E C O N T R O L P A N E L I N I T S E N T I R E T Y . A N Y C I R C U I T R Y E X T E N D I N G T O N E T W O R K R A C K F R O M C O N T R O L P A N E L S H A L L B E R E M O V E D A N D N E A T L Y P L A C E D O N R A C K F O R R E C I R C U I T I N G T O N E W C O N T R O L P A N E L A S R E Q U I R E D . E X I S T I N G P R E S S U R E T A P A S S E M B L I E S R E M O V E D B Y O T H E R S D U R I N G C O N S T R U C T I O N . E L E C T R I C A L C O N T R A C T O R T O C O O R D I N A T E A N D R E M O V E C I R C U I T R Y A S R E Q U I R E D P R I O R T O R E M O V A L O F P R E S S U R E A S S E M B L I E S . C I R C U I T R Y A N D C O N D U I T N I P P L E B E T W E E N E X I S T I N G G E N E R A T O R A N N U N C I A T O R A N D C O N T R O L P A N E L S H O W N T O B E R E M O V E D I N I T S E N T I R E T Y . S E E N E W C O N S T R U C T I O N S H E E T S A N D C A B L E A N D C O N D U I T S H E E T F O R N E W C I R C U T R Y D E T A I L S . E X I S T I N G S C A D A A N T E N N A C O A X C A B L E S H A L L B E R E M O V E D I N I T S E N T I R E T Y F R O M C O N T R O L P A N E L A L L T H E W A Y T O A N T E N N A . S E E S H E E T E 5 F O R N E W A N T E N N A C I R C U I T D E T A I L S . E X I S T I N G P A N E L P O W E R F E E D C A B L E A N D C O N D U I T S H A L L B E R E M O V E D B E T W E E N R E C E P T A C L E A N D C O N T R O L P A N E L I N I T S E N T I R E T Y . E L E C T R I C A L C O N T R A C T O R T O I N S T A L L H O L E P L U G O N C O N D U I T H O L E . A L L C I R C U I T R Y E X T E N D I N G F R O M T O P O F C O N T R O L P A N E L T O H A V E C A B L E R E M O V E D T O S O U R C E A N D C O N D U I T R E M O V E D T O N E A R E S T C E I L I N G M O U N T E D C O U P L I N G O R J U N C T I O N B O X P R I O R T O R E M O V A L . S E E S H E E T E 5 F O R N E W C O N T R O L P A N E L D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O R E M O V E W I R I N G T R O U G H S H O W N A N D C A P E N D O N S E C T I O N B R A K E N E A R E S T T O D I S T R I B U T I O N P A N E L O N W A L L S H O W N . E L E C T R I C A L C O N T R A C T O R T O I N T E R C E P T A N D E X T E N D L I G H T I N G T R A N S F O R M E R C I R C U I T Y S H O W N A F T E R R E M O V A L O F W I R I N G T R O U G H . E X I S T I N G U P S S H A L L B E R E L O C A T E D T O N E W C O N T R O L P A N E L . C O N T R A C T O R S H A L L C O O R D I N A T E W I T H O W N E R S D U R I N G C O N S T R U C T I O N T O E N S U R E C O N T I N U O U S O P E R A T I O N A S R E Q U I R E D . 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1E3EXISTING STARTER DEMOLITION DETAIL 2 E 3 C O N T R O L P A N E L D E M O L I T I O N D E T A I L 3 E 3 E X I S T I N G M O T O R D E M O L I T I O N D E T A I L 33111222 4 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Demolition Images.dwgLast Saved: By: Andrew Hanson Date: Thursday, May 7, 2020 2:51:45 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: PHOTO3 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA DEMOLITION IMAGES R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 3 1 4 E 3 D E M O L I T I O N L E G E N D I T E M S T O B E R E M O V E D I T E M S T O B E R E U S E D 9 12 3 8 7 6 5 1 0 311 1 3 0 5 / 1 5 / 2 0 2 0 PRIMARYOVERHEAD CABLEBY NORTHWESTERNENERGY EXISTING BUILDINGMOUNTED 400A/3PSERVICE ENTRANCEDISCONNECT N O R M A L E M E R G E N C Y TO GROUNDINGELECTRODE SYSTEM L BLOCKHEATERBATTERYCHARGER GEN. BRKR.250A/3P 147KW ENGINE GEN. SET C O N T R O L & M O N I T O R I N G TO PSB-LP1 'START' S P D ( 1 6 4 3 3 ) N PSB-ATS1, 400A, 277/480V, 3P, 4W, OPEN TRANSITI O N 4 2 K A I C P S - D P - 0 1 , 4 0 0 A , 4 8 0 / 2 7 7 V , 3 Ø , 4 W , 3 5 K A I C 3 0 A / 3 P E X I S T I N G L P - X F M R 1 0 K V A 4 8 0 - 1 2 0 / 2 4 0 V 1 Ø S E E P A N E L S C H E D U L E U N I T S U B S T A T I O N ( P S - L P - 0 1 ) M M L O 2 0 A / 1 P 1 5 A / 3 P 1 5 A / 3 P SPARE 5 k W 5 k W E U H - 0 1 E U H - 0 2 ~~~ I S O L A T E N E U T R A L A N D G R O U N D G NG 1 0 0 A / 3 P 1 0 0 A / 3 P M 2 0 H I G H S E R V I C E P U M P N o . 1 6 0 A / 3 P P S - F V N R - 5 0 1 M 5 0 H I G H S E R V I C E P U M P N o . 2 P S - F V N R - 5 0 2 M 5 0 H I G H S E R V I C E P U M P N o . 3 P S - F V N R - 5 0 3 P S - M - 5 0 1 P S - M - 5 0 2 P S - M - 5 0 3 EXISTING BUILDINGMOUNTED CTCABINETEXISTINGMETER/METERSOCKET NGTO GROUNDINGELECTRODE SYSTEM~NEUTRAL TO GROUNDBONDING STRAPISOLATEGROUND ANDNEUTRAL TO EXISTING CP~ SPD FAIL S P D TO EXISTING CP~ SPD FAIL 1 E 4 D E M O L I T I O N O N E - L I N E D I A G R A M G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S 2 . A L L R E M O V A L O F E L E C T R I C A L E Q U I P M E N T S H O W N O N T H I S S H E E T S H A L L B E C O O R D I N A T E D W I T H O W N E R / E N G I N E E R D U R I N G C O N S T R U C T I O N . D E M O L I T I O N N O T E S E L E C T R I C A L C O N T R A C T O R T O R E M O V E E X I S T I N G B R E A K E R A N D T U R N O V E R T O O W N E R . S E E N E W C O N S T R U C T I O N O N E L I N E S O N S H E E T E # F O R R E P L A C E M E N T B R E A K E R R E Q U I R E M E N T S . E L E C T R I C A L C O N T R A C T O R T O R E M O V E E X I S T I N G C A B L E A N D C O N D U I T I N D I C A T E D . S E E S H E E T E 2 A N D E 3 F O R F U R T H E R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O R E M O V E E X I S T I N G M O T O R S T A R T E R S A N D A S S O C I A T E D C A B L E A N D C O N D U I T A S N E E D E D . S T A R T E R S A R E T O B E T U R N E D O V E R T O O W N E R S A F T E R R E M O V A L . S E E S H E E T S E 2 A N D E 3 F O R F U R T H E R D E T A I L S . E X I S T I N G M O T O R S R E M O V E D B Y G E N E R A L C O N T R A C T O R . E L E C T R I C A L C O N T R A C T O R T O C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R A S R E Q U I R E D F O R R E M O V A L O F E X I S T I N G C I R C U I T I N G . S E E S H E E T S E 2 A N D E 3 F O R F U R T H E R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O I N T E R C E P T A N D E X T E N D E X I S T I N G S P D F A I L C I R C U I T R Y F R O M P A N E L S H O W N T O N E W C O N T R O L P A N E L . S E E N E W O N E - L I N E S A N D C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E X I S T I N G L I G H T I N G P A N E L A N D A S S O C I A T E D C A B L E A N D C O N D U I T R E M O V E D B A C K T O E X I S T I N G L I G H T I N G T R A N S F O R M E R . 1 2 3 4 5 6 2 3 4 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Demolition One-Line Diagram.dwgLast Saved: By: Andrew Hanson Date: Thursday, February 21, 2019 1:34:02 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: DIAG4 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA DEMOLITION ONE-LINE DIAGRAM R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 4 1 4 E 4 D E M O L I T I O N L E G E N D I T E M S T O B E R E M O V E D I T E M S T O B E R E U S E D 2 1 5 1 1 2 2 3 4 2 2 3 4 6 1 1 0 5 / 1 5 / 2 0 2 0 J G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S 2 . A L L N E W C I R C U I T I N S T A L L A T I O N S S H A L L B E I N E M T C O N D U I T S W I T H R A I N T I G H T F I T T I N G S T O M A T C H E X I S T I N G . C O N S T R U C T I O N N O T E S C O N T R O L P A N E L ( 4 0 9 5 1 3 ) F U R N I S H E D B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R I N L O C A T I O N S H O W N . V F D ( 2 6 2 9 2 3 ) F U R N I S H E D B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R I N L O C A T I O N S H O W N . S E E O N E - L I N E S A N D C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E 3 " C O N C R E T E H O U S E K E E P I N G P A D W I T H 3 / 4 " C H A M F E R E D E D G E S . P A D S H A L L E X T E N D 1 " P A S T E Q U I P M E N T E D G E S A S S H O W N . P U M P M O T O R P R O V I D E D B Y G E N E R A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . C I R C U I T R Y S H A L L E X T E N D O V E R H E A D F R O M V F D . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R S H A L L E X T E N D C I R C U I T R Y N O T E D F R O M E X I S T I N G G E N E R A T O R R E M O T E A N N U N C I A T O R T O C O N T R O L P A N E L . A L L I / O P O I N T S S H A L L B E C I R C U I T E D A S N O R M A L L Y C L O S E D . S E E C A B L E A N D C O N D U I T S C H E D U L E A N D I / O S C H E D U L E F O R D E T A I L S . F L O W M E T E R A N D F L O W M E T E R T R A N S M I T T E R F U R N I S H E D B Y G E N E R A L C O N T R A C T O R . F L O W T U B E I N S T A L L E D B Y G E N E R A L C O N T R A C T O R A N D T R A N S M I T T E R T U R N E D O V E R T O E L E C T R I C A L C O N T R A C T O R F O R M O U N T I N G A S S H O W N . C I R C U I T P E R C A B L E A N D C O N D U I T S C H E D U L E . S E E D E T A I L 3 / P 1 0 F O R M O U N T I N G I N S T R U C T I O N S . E X I S T I N G N E T W O R K R A C K S H A L L R E M A I N I N L O C A T I O N S H O W N . E L E C T R I C A L C O N T R A C T O R T O R E C O N N E C T A N Y C I R C U I T R Y T O N E W C O N T R O L P A N E L T H A T W A S R E M O V E D D U R I N G D E M O L I T I O N B E T W E E N T H E T W O . P R E S S U R E T R A N S D U C E R P R O V I D E D B Y G E N E R A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O F U R N I S H N E W C I R C U I T B R E A K E R S I N E X I S T I N G D I S T R I B U T I O N P A N E L F O R U S E A S F E E D E R B R E A K E R S T O I N D I V I D U A L V F D ( S ) . S E E O N E - L I N E S A N D C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . I N S T A L L D O O R I N T R U S I O N A L A R M S W I T C H ( 4 0 9 1 0 0 ) F U R N I S H E D B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R P E R M A N U F A C T U R E R I N S T R U C T I O N . R O U T E M A N U F A C T U R E R C A B L E T O L O C A L L Y M O U N T E D J U N C T I O N B O X A N D T R A N S I T I O N T O B U I L D I N G W I R E . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . F L O O R A L A R M S W I T C H ( 4 0 9 1 0 0 ) F U R N I S H E D B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R P E R M A N U F A C T U R E R I N S T R U C T I O N S . R O U T E M A N U F A C T U R E R C A B L E D I R E C T L Y I N T O C O N T R O L P A N E L A N D T E R M I N A T E O N P L C P E R D E T A I L 2 / E 1 0 . E L E C T R I C A L C O N T R A C T O R S H A L L M O U N T E Q U I P M E N T S H O W N O N 3 1 6 S T A I N L E S S S T E E L S T R U T . A N T E N N A G R O U N D I N G J U N C T I O N B O X F U R N I S H E D B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R I N L O C A T I O N S H O W N D I R E C T L Y B E H I N D E X I S T I N G A N T E N N A M A S T . S E E D E T A I L 3 / E 7 F O R F U R T H E R I N F O R M A T I O N . E L E C T R I C A L C O N T R A C T O R T O P R O V I D E W A L L P E N E T R A T I O N S P E R D E T A I L 1 / E 1 3 F O R U S E B Y C I T Y ' S I N S T A L L A T I O N O F S C A D A A N T E N N A C A B L E . S C A D A A N T E N N A S H A L L B E R E L O C A T E D F R O M R O O F T O P L O C A T I O N T O S I D E O F B U I L D I N G S H O W N . E L E C T R I C A L C O N T R A C T O R T O E N S U R E W A L L P E N E T R A T I O N S A N D A N T E N N A G R O U N D I N G I S I N S T A L L E D P E R D E T A I L 1 / E 1 3 P R I O R T O O W N E R ' S I N S T A L L A T I O N . F L O W S W I T C H P R O V I D E D B Y G E N E R A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . F I E L D C O N F I R M E X A C T M O U N T I N G L O C A T I O N A N D R O U T E C I R C U I T R Y A L O N G P R O C E S S P I P I N G T O N E A R E S T W A L L A N D O V E R H E A D T O C O N T R O L P A N E L . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . P R E S S U R E R E D U C I N G V A L V E P R O V I D E D B Y G E N E R A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . R O U T E C I R C U I T R Y A L O N G P R O C E S S P I P I N G T O N E A R E S T W A L L A N D E X T E N D T O C O N T R O L P A N E L O V E R H E A D . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O F U R N I S H A N D I N S T A L L N E W L I G H T I N G P A N E L ( 2 6 2 4 1 6 ) I N L O C A T I O N S H O W N . S E E P A N E L B O A R D S C H E D U L E A N D C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O F U R N I S H A N D I N S T A L L O R A N G E D U P L E X R E C E P T A C L E I N L O C A T I O N S H O W N F O R U S E W I T H N E T W O R K R A C K E Q U I P M E N T . P R O V I D E D E S C R I P T I V E T A G I N D I C A T I N G , " N E T W O R K R A C K O N L Y " . 5 / 8 " x 1 0 ' - 0 " C O P P E R C L A D S T E E L G R O U N D R O D W I T H T O P M O U N T E D A T 1 8 " B E L O W G R A D E . A T T A C H T O G R O U N D C O N D U C T O R W I T H I E E E 8 3 7 T Y P E C O M P R E S S I O N F I T T I N G . # 4 / 0 B A R E S T R A N D E D C O P P E R G R O U N D C O N D U C T O R M O U N T E D A T 3 ' - 0 " B E L O W G R A D E P E R N E C . E L E C T R I C A L C O N T R A C T O R T O L O C A T E A L L E X I S T I N G B E L O W G R A D E U T I L I T I E S A N D C O O R D I N A T E R O U T I N G S W I T H O W N E R / E N G I N E E R P R I O R T O I N S T A L L A T I O N . E L E C T R I C A L C O N T R A C T O R T O E X T E N D # 2 / 0 B A R E S T R A N D E D G R O U N D C O N D U C T O R F R O M S E R V I C E E N T R A N C E D I S C O N N E C T T O G R O U N D R I N G A S S H O W N A N D B O N D U S I N G I E E E 8 3 7 C O M P R E S S I O N G R O U N D F I T T I N G . E L E C T R I C A L C O N T R A C T O R T O C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R D U R I N G C O N S T R U C T I O N T O E N S U R E N E C W O R K I N G C L E A R A N C E I S M E T I N F R O N T O F N E W E Q U I P M E N T S H O W N . E L E C T R I C A L C O N T R A C T O R T O E X T E N D # 6 B A R E S T R A N D E D C O P P E R G R O U N D C O N D U C T O R F R O M A N T E N N A M A S T T O G R O U N D I N G E L E C T R O D E S Y S T E M . S E E D E T A I L 1 / E 1 3 F O R F U R T H E R R E Q U I R E M E N T S . 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 N H R O T 1E5ELEC T R I C A L P R O C E S S P L A N 12"01 ' 2 ' 3 ' 4 ' 5 ' 6 ' 7 ' File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Electrical Process Plan.dwgLast Saved: By: Andrew Hanson Date: Tuesday, May 5, 2020 3:26:28 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: PLAN5 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA ELECTRICAL PROCESS PLAN R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 5 1 4 E 5 1 0 1 5 P S B _ 8 1 0 A _ V F D 12 1 0 1 6 1 0 1 8 P S B _ 8 1 0 B _ V F D 2 1 0 1 9 1006 PSB_840CP1 1008 PSB_810A_PMP41009 1 0 1 0 P S B _ 8 1 0 B _ P M P 4 1 0 1 1 1 0 1 2 P S B _ 8 1 0 C _ P M P 4 1 0 1 3 1 0 1 7 1 0 0 0 1 0 2 0 1 0 0 1 1 0 0 2 P S B _ 8 1 0 C _ V F D 2 1 0 2 2 1 0 2 3 1 0 2 1 3 1 0 0 5 P S B _ 8 4 0 L P 1025 PSB_840A_DS10 71026PSB_840A_FLS11 1 0 0 3 P S B _ 8 4 0 D P 9 P S B _ 8 5 0 _ A T S 1 0 3 5 P S B _ 8 0 0 A _ F I T 6 1 0 3 6 1 0 3 7 P S B _ 8 0 0 A _ F E 6 10315 EXISTINGGENERATORANNUNCIATOR122 1 0 2 8 P S B _ 8 0 0 A _ F S 1 6 1 0 3 4 PS B _ 8 0 0 A _ P I T 81039PSB_810B_PIT8 1029 PSB_820A_FS161043PSB_JBOX1_ANT1315 1 8 1 0 4 5 E X I S T I N G S E R V I C E E N T R A N C E 1027 PSB_830A_PRV1710301914UPS 1 0 4 0 P S B _ 8 1 0 C _ P I T 8 1038 PSB_810A_PIT8 24 W O R K I N G S P A C E P E R N E C 2 3 2 2 20(TYP.)21(TYP.) ( E X I S T I N G ) ( E X I S T I N G ) 0 5 / 1 5 / 2 0 2 0 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S N H R O T 1 E 6 L I G H T I N G A N D G E N E R A L P O W E R A N D H V A C P L A N 1 2 " 0 1 ' 2 ' 3 ' 4 ' 5 ' 6 ' 7 ' File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Lighting and General Power and HVAC Plan.dwgLast Saved: By: Andrew Hanson Date: Tuesday, May 5, 2020 3:25:10 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: PLAN6 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA LIGHTING AND GENERAL POWER AND HVAC PLAN R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 6 1 4 E 6 C O N S T R U C T I O N N O T E S E L E C T R I C A L C O N T R A C T O R T O F U R N I S H A N D I N S T A L L F I X T U R E ( S ) S H O W N A N D I N S T A L L O N E X I S T I N G S T E E L T R U S S W H E R E E X I S T I N G F I X T U R E S W E R E P R E V I O U S L Y M O U N T E D . F I X T U R E S S H A L L B E E Q U A L T O R A B S H A R K 8 - 7 0 - N - W / D 1 0 . C I R C U I T F I X T U R E S T O E X I S T I N G L I G H T S W I T C H A S S H O W N . S E E P A N E L S C H E D U L E F O R D E T A I L S . E X I S T I N G L I G H T S W I T C H S H A L L B E U S E D A S A P O I N T O F I N T E R C E P T I N G A N D E X T E N D I N G C I R C U I T R Y T O L I G H T S S H O W N . E L E C T R I C U N I T H E A T E R F U R N I S H E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . C O O R D I N A T E W I T H M E C H A N I C A L C O N T R A C T O R F O R C I R C U I T R E Q U I R E M E N T S A S N E E D E D F O R T H E R M O S T A T / C O N T R O L O F H E A T E R ( S ) . S E E C A B L E A N D C O N D U I T S C H E D U L E A N D P A N E L S C H E D U L E S F O R D E T A I L S . E L E C T R I C A L S H A L L F U R N I S H A N D I N S T A L L D E D I C A T E D R E C E P T A C L E A T 4 8 " A F F . P R O V I D E D E S C R I P T I V E N A M E P L A T E I N D I C A T I N G " F O R D E H U M I D I F I E R U S E O N L Y " . S E E P A N E L S C H E D U L E F O R D E T A I L S . D E H U M I D I F I E R F U R N I S H E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R . C O N D E N S I N G U N I T F U R N I S H E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . C O O R D I N A T E W I T H M E C H A N I C A L C O N T R A C T O R F O R C I R C U I T R E Q U I R E M E N T S A S N E E D E D F O R C O N T R O L O F C O N D E N S I N G U N I T . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O F U R N I S H A N D I N S T A L L N E M A 3 R H E A V Y D U T Y N O N - F U S E D 3 0 A / 2 P D I S C O N N E C T A T 4 8 " A B O V E G R A D E I N L O C A T I O N S H O W N F O R U S E W I T H C O N D E N S I N G U N I T S H O W N . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R C I R C U I T D E T A I L S . E L E C T R I C A L C O N T R A C T O R T O I N T E R C E P T C I R C U I T 1 1 F R O M N E A R E S T S O U R C E A N D E X T E N D T O N E W W A T E R P R O O F I N U S E R E C E P T A C L E S H O W N . M O U N T A T 4 8 " A B O V E G R A D E . S E E P A N E L S C H E D U L E F O R D E T A I L S . I N D O O R A I R C O N D I T I O N I N G U N I T F U R N I S H E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R A N D C I R C U I T E D B Y E L E C T R I C A L C O N T R A C T O R . C O O R D I N A T E W I T H M E C H A N I C A L C O N T R A C T O R F O R C I R C U I T R E Q U I R E M E N T S A S N E E D E D F O R T H E R M O S T A T / C O N T R O L O F C O N D E N S I N G U N I T . S E E C A B L E A N D C O N D U I T S C H E D U L E F O R D E T A I L S . A I R C O N D I T I O N I N G U N I T M O U N T E D P R O V I S I O N S A R E T O B E F U R N I S H E D A N D I N S T A L L E D B Y M E C H A N I C A L C O N T R A C T O R . 1 2 3 4 5 6 7 8 9 1 1 1 1 9 4 2 14 WP7 1 0 4 7 P S B _ U H - 2 3 1 0 4 8 P S B _ U H - 1 3 1046 PSB_IEU - 1 9PSB_ACCU-15 910466 P O R T A B L E D E H U M I D I F I E R 8 1 1 0 5 / 1 5 / 2 0 2 0 AN A L O G I N AN A L O G I N AN A L O G O U T AC I N P U T AC I N P U T AC O U T P U T AC I N P U T E/IPE/IPE/IPE/IPE/IPE/IP E / I P PSB_CP1PSB_J B O X 1 _ A N T ANALOG INANALOG INANALOG OUTAC INPUTAC INPUTAC OUTPUTAC INPUTPSB_810A_PMPPSB_810B_PMPPSB_810C_PMP E/IPE/IP E/IPE/IPE/IP P A R T S L I S T M A R K D E S C R I P T I O N W A L L - M O U N T E N C L O S U R E S U B - P A N E L P A N E L L I G H T W I T H D O O R S W I T C H G R O U N D P L A T E D E S I G N A T E D N E T W O R K R A C K R E C E P T A C L E F E E D E R B R E A K E R R T D - T Y P E A M B I E N T A I R T E M P E R A T U R E S E N S O R / T R A N S M I T T E R W I R E W A Y W I T H C O V E R S I Z E D T O F I T Z I N C P L A T E D , C H R O M A T E D S T E E L , 3 5 m m x 7 . 5 m m D I N R A I L P L C C H A S S I S ( S E E I O S C H E D U L E ) C I R C U I T B R E A K E R S U R G E P R O T E C T I O N / L I G H T I N I N G P R O T E C T I O N F U S E T E R M I N A L S W I T H F U S E S , L E D / N E O N B L O W N F U S E I N D I C A T O R S 1 2 0 V A C / 2 4 V D C P O W E R S U P P L Y 6 - P O R T U N M A N A G E D E T H E R N E T S W I T C H G R O U N D B U S S B A R G E N E R A L P U R P O S E B L A D E B A S E R E L A Y U P S 1 5 A M P D U P L E X O U T L E T 1 5 A M P G F C I D U P L E X O U T L E T O W N E R F U R N I S H E D U P S G E N E R A L P U R P O S E T E R M I N A L B L O C K S , F U S E T E R M I N A L S A N D F U S E S W / B L O W N F U S E I N D I C A T O R ( A N A L O G I N P U T S - S E E T Y P I C A L W I R I N G S C H E M A T I C S O N S H E E T E 1 0 ) G E N E R A L P U R P O S E T E R M I N A L B L O C K S , F U S E T E R M I N A L S A N D F U S E S W / B L O W N F U S E I N D I C A T O R ( D I G I T A L I N P U T S - S E E T Y P I C A L W I R I N G S C H E M A T I C S O N S H E E T E 1 0 ) T E R M I N A L B L O C K , S C R E W C O N N E C T I O N , ( A S S O C I A T E D E N D B A R R I E R S , E N D S T O P S , S E P A R A T I O N P L A T E S , E T C . ) ( A N A L O G O U T P U T S - S E E T Y P I C A L W I R I N G S C H E M A T I C S O N S H E E T E 1 0 ) T E R M I N A L B L O C K , S C R E W C O N N E C T I O N , ( A S S O C I A T E D E N D B A R R I E R S , E N D S T O P S , S E P A R A T I O N P L A T E S , E T C . ) ( R E L A Y O U T P U T S - S E E T Y P I C A L W I R I N G S C H E M A T I C S O N S H E E T E 1 0 ) D E D I C A T E D S P A C E I N P A N E L F O R O W N E R F U R N I S H E D R A D I O P O E S U R G E P R O T E C T O R B Y O W N E R S O W N E R F U R N I S H E D P A R A B O L I C A N T E N N A 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Control Panel Layout and Network Diagram.dwgLast Saved: By: Andrew Hanson Date: Friday, May 8, 2020 2:23:50 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: DIAG7 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA PANEL LAYOUT AND NETWORK DIAGRAM R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 7 1 4 E 7 1E7PEAR STREET BOOS T E R S T A T I O N C O N T R O L P A N E L L A Y O U T PSB_840CP S U B P A N E L L A Y O U T D E T A I L SCADA NETWORK(ETHERNET/IP)E/IP C O N T R O L P A N E L N O T E S 1 . W A L L M O U N T E N C L O S U R E W I T H S U B P A N E L S H A L L B E A N E M A T Y P E 1 2 , 1 2 G A U G E S T E E L . 2 . A P P R O X I M A T E P A N E L D I M E N S I O N S : H : 4 8 " , W : 3 6 " , D : 1 6 " . 3 . S I N G L E D O O R W I T H Q U A R T E R - T U R N S L O T T E D L A T C H E S . 4 . P R O V I D E A C O M P L E T E W O R K I N G S Y S T E M W I T H A L L A S S O C I A T E D C A B L E S , C O N N E C T O R S , F A S T E N E R S , E T C . 5 . P A N E L T O B E U L 5 0 8 L I S T E D 6 . C O N T R O L P A N E L A N D A L L A S S O C I A T E D E Q U I P M E N T B Y S Y S T E M S I N T E G R A T O R A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R . 1 2 6 148"16"36" 1 0 1 6 8 7 1 5 1 7 1 8 7 7 7 8 A I 2 0 N A M E P L A T E L E G E N D M A R K P L A T E S I Z E T E X T H E I G H T L I N E 1 T E X T L I N E 2 T E X T 1 . 5 ' ' x 8 ' ' 1 / 2 ' ' P E A R S T R E E T B O O S T E R S T A T I O N P S B _ 8 4 0 C P 1 . 5 ' ' x 8 ' ' 1 / 2 ' ' P S B _ J B O X 1 _ A N T 1 2 2 1 COAXIAL CABLECOAX14924 2 5 3 E 7 A N T E N N A C A B L E J U N C T I O N B O X L A Y O U T P S B _ J B O X 1 _ A N T 1 2 " 16" A N T E N N A J U N C T I O N B O X N O T E S 1 . S T R U T - M O U N T E D E N C L O S U R E W I T H S U B P A N E L S H A L L B E A N E M A T Y P E 1 2 , 1 2 G A U G E S T E E L . 2 . A P P R O X I M A T E P A N E L D I M E N S I O N S : H : 1 6 " , W : 1 2 " , D : 6 " 3 . S U B - P A N E L L A Y O U T I S T O B E U S E D A S A G E N E R A L L A Y O U T . E X A C T D I M E N S I O N S , C O M P O N E N T Q U A N T I T I E S A N D E X A C T L A Y O U T T O B E D E T E R M I N E D B Y T H E S Y S T E M S I N T E G R A T O R . 4 . P A N E L T O B E U L 5 0 8 L I S T E D . 2 2 4 2 5 1 LINETYPE LEGEND SIDE VIEWFRONT VIE W 1 1 1 2 1 3 1 4 7 7 7 D I P E A R S T R E E T BOOS T E R S T A T I O N E X T E R I O R 2 6 D I A I A O R O 8 1 5 8 1 5 9 1 2 4 1 2 0 2 1 5 C O N S T R U C T I O N N O T E S P R O V I D E D B Y O W N E R . 1 6 119 2 1 3 7 8 8 2 2 2 3 1 1 1 1 2E7PEAR STREET BOOS T E R S T A T I O N N E T W O R K D I A G R A M 0 5 / 1 5 / 2 0 2 0 P S B _ 8 4 0 D P , 4 0 0 A , 4 8 0 / 2 7 7 V , 3 Ø , 4 W , 4 2 K A I C 3 0 A / 3 P E X I S T I N G L P _ X F M R 1 0 K V A 4 8 0 - 1 2 0 / 2 4 0 V 1 Ø S E E P A N E L S C H E D U L E 1 2 5 A / 3 P 1 2 5 A / 3 P U N I T S U B S T A T I O N ( P S B _ 8 4 0 L P ) 7 0 A / 3 P M L O I N OUT CONTROL SIGNAL ENET I/P 6 - P U L S E V A R I A B L E F R E Q U E N C Y D R I V E ( V F D ) ( 2 6 2 9 2 3 ) P S B _ L R 1 3 % L I N E R E A C T O R 1000 ENABLE 1008 1 1 5 A / 3 P 1 5 A / 3 P 5 k W 5 k W P S B _ U H - 1 P S B _ U H - 0 2 I N OUT CONTROL SIGNAL ENET I/P 6 - P U L S E V A R I A B L E F R E Q U E N C Y D R I V E ( V F D ) ( 2 6 2 9 2 3 ) P S B _ H F 2 1001 ENABLE 3 I N OUT CONTROL SIGNAL ENET I/P 6 - P U L S E V A R I A B L E F R E Q U E N C Y D R I V E ( V F D ) ( 2 6 2 9 2 3 ) P S B _ H F 3 1002 ENABLE T O P S B _ 8 4 0 C P 3 1009 1015 1016 1017 1010 1011 1018 1019 1020 1012 1013 1021 1022 1023 T S 2 5 H I G H S E R V I C E P U M P N o . 1 T S 7 5 H I G H S E R V I C E P U M P N o . 2 T S 7 5 H I G H S E R V I C E P U M P N o . 3 P S B _ 8 1 0 A _ P M P ~ ~ ~ ~ ~ ~ ~ ~ ~ PRIMARYOVERHEAD CABLEBY NORTHWESTERNENERGY EXISTING BUILDINGMOUNTED 400A/3PSERVICE ENTRANCEDISCONNECTNORMALEMERGENCY L BLOCKHEATERBATTERYCHARGER GEN. BRKR.250A/3P 147KW ENGINE PSB_850_GEN SETCONTROL &MONITORINGTO PSB_840LP 'START' S P D ( 1 6 4 3 3 ) N PSB_850_ATS, 400A, 277/480V, 3P, 4W, OPEN TRANSITION 42K A I C M ~~ I S O L A T E N E U T R A L A N D G R O U N D G NG EXISTING BUILDINGMOUNTED CTCABINETEXISTINGMETER/METERSOCKET NGNEW #2/0 BARE COPPER TOGROUNDING ELECTRODE SYSTEM~NEUTRAL TO GROUNDBONDING STRAPISOLATEGROUND ANDNEUTRAL PSB_840CP~ SPD FAIL 1003 M C P 2 M C P 2 M C P 2 S P D TO PSB_840CP ~ P S B _ 8 1 0 A _ T S H P S B _ 8 1 0 B _ T S H P S B _ 8 1 0 C _ T S H REMOTEANNUNCIATOR GEN. STATUS ~ 1031 P S B _ 8 1 0 A _ V F D P S B _ 8 1 0 B _ V F D P S B _ 8 1 0 C _ V F D P S B _ 8 1 0 B _ P M P P S B _ 8 1 0 C _ P M P 1005 SPD FAIL 1045 ~ S E E P A N E L S C H E D U L E S F O R A D D I T I O N A L I N F O R M A T I O N T O P S B _ 8 4 0 C P T O P S B _ 8 4 0 C P T O P S B _ 8 4 0 C P 1048 1047 6 6 5 4 4 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S . 2 . A L L M O T O R T E R M I N A T I O N S S H A L L B E A C C O M P L I S H E D U S I N G I N S U L A T E D T E R M I N A T I O N L U G S I N L I E U O F S P L I T B O L T C O N N E C T O R S A N D M A S T I C T A P E . 3 . I T E M S S H O W N I N G R A Y A R E E X I S T I N G E Q U I P M E N T . E L E C T R I C A L C O N T R A C T O R S H A L L F I E L D C O N F I R M A L L I N F O R M A T I O N N O T E D A N D P R O V I D E E Q U I P M E N T T O M A T C H E X I S T I N G . 1 E 8 I M P R O V E M E N T S O N E - L I N E D I A G R A M C O N S T R U C T I O N N O T E S P R O V I D E L I N E R E A C T O R ( 2 6 2 9 2 3 ) A S S E P A R A T E L Y M O U N T E D O R I N T E G R A L M O U N T E D T O R E D U C E F O O T P R I N T O N S T R U T R A C K P E R M A N U F A C T U R E R R E C O M M E N D A T I O N . M O T O R C I R C U I T P R O T E C T O R S I Z E D P E R M A N U F A C T U R E R R E C O M E N D A T I O N S . P R O V I D E H A R M O N I C F I L T E R P E R S P E C I F I C A T I O N ( 2 6 2 9 2 3 ) W I T H C O N T A C T O R T O R E M O V E C A P A C I T O R S O N S T A R T U P . E L E C T R I C A L C O N T R A C T O R T O P R O V I D E N E W G E S E L A 3 6 A T 0 1 0 0 C I R C U I T B R E A K E R W I T H 7 0 A T R I P P L U G A N D T H R E E ( 3 ) N E W L U G S . L U G S S H A L L B E T C A L 1 8 S E R I E S . E L E C T R I C A L C O N T R A C T O R T O P R O V I D E N E W G E S E L A 3 6 A T 0 1 5 0 C I R C U I T B R E A K E R W I T H 1 2 5 A P L U G A N D T H R E E ( 3 ) N E W L U G S . L U G S S H A L L B E T C A L 1 8 S E R I E S . E L E C T R I C A L C O N T R A C T O R T O P R O V I D E N E W S E L A 3 6 A T 0 3 0 C I R C U I T B R E A K E R W I T H 1 5 A P L U G , T H R E E ( 3 ) N E W L U G S , A N D G E T E F P L D 1 P A D L O C K I N G D E V I C E . 1 2 3 4 5 6 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various One-Line Diagrams.dwgLast Saved: By: Andrew Hanson Date: Friday, February 22, 2019 8:36:51 AMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: DIAG8 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA IMPROVEMENTS ONE-LINE DIAGRAM R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 8 1 4 E 8 0 5 / 1 5 / 2 0 2 0 L 3 V F D H A R M O N I C F I L T E R 4 8 0 : 1 2 0 C P T ~ L 2 L 1 T 3 T 2 T 1 P E L 3 L 2 L 1 G R O R U N N I N G R 1 R O V F D F A U L T R 2 V F D F A U L T R 3 O T RE S E T R 3 R 4 R 3 R 4 R 4 O T P O W E R U P R E S E T H A N D - O F F - A U T O O A H O O X X O O O O X X O O O O X ~~~~~ R 3 S T A R T D I I N A U T O D I + 2 4 V D C S P E E D C O M M A N D E T H E R N E T P O R T ~~~~ R 3 R 2 R 1 ~~ A 1 B 1 A I : S P E E D F E E D B A C K A O : S P E E D C O M M A N D R O : R E Q U I R E D D I : I N A U T O D I : O V E R T E M P D I : F A U L T D I : R U N N I N G C O M M O N E T H E R N E T S W I T C H C O N T R O L P A N E L P S B _ C P 1 ENCLOSED VFD T S H M O T O R S P E E D F E E D B A C K L1L2L3 S E E G E N E R A L N O T E N o . 2 MCP B O N D V F D G R O U N D T O M O T O R F R A M E G R O U N D . 1 E 9 P U M P V F D S C H E M A T I C P S B _ 8 1 0 A _ P M P , P S B _ 8 1 0 B _ P M P , P S B _ 8 1 0 C _ P M P G E N E R A L N O T E S 1 . S E E S H E E T E 0 1 F O R G E N E R A L N O T E S . 2 . E T H E R N E T I S N O T I N T E N D E D F O R V F D C O N T R O L P U R P O S E S , O N L Y M O N I T O R I N G . A L L V F D C O N T R O L W I L L B E V I A H A R D W I R E D C O N T R O L A S I N D I C A T E D . File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various Schematics.dwgLast Saved: By: Andrew Hanson Date: Thursday, February 21, 2019 8:34:22 AMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: SCHM9 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA PUMP VFD SCHEMATIC R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 9 1 4 E 9 0 5 / 1 5 / 2 0 2 0 L1L2N1G R1LNGR2R2R2R2R2 CONTROL PANELCBPANEL LIGHTGFIOUTLETCONTROL PO W E R AVAILABLEUPS OUTLETUPS BYPASSRELAY GFIRECUPS BATTERYBACKUP L1L1NN1134NL2L2 X / Y / Z X / Y / Z F U S E 1 3 1 3 4 N 4 N X / Y / Z X / Y / Z ~~~~~~~~ F I E L D / A S N O T E D C O N T R O L P A N E L D I G I T A L I N P U T ( D I ) I S O L A T E D R E L A Y O U T P U T ( R O ) 1 2 0 V A C P O W E R E D R E L A Y O U T P U T ( R O ) 2 4 V D C P O W E R E D R E L A Y O U T P U T ( R O ) N O T E : · P R O V I D E O N E ( 1 ) F U S E F O R I N P U T S C O M I N G F R O M A C O M M O N P I E C E O F E Q U I P M E N T · P R O V I D E O N E ( 1 ) S P A R E W I R E D F U S E F O R E V E R Y F O U R ( 4 ) S P A R E D I G I T A L I N P U T S A S A M A X I M U M . T H O S E S P A R E F U S E S M U S T B E L O C A T E D N E X T T O E A C H O T H E R O N A S I N G L E I N P U T C A R D O T H E R W I S E A N O T H E R F U S E S H A L L B E P R O V I D E D . NOTE: PROVIDE JUMPERBETWEEN L1 AND L2 IF THEONLY POWER SOURCEPROVIDED IS 120VACSURGE SUPRESSORLINE4NG24VDC POWER SUPPLY L NG PLCENET SWITCH+24VDC-24VDC 2 1365LOADCBCBCB+24V-24VRADIOCB NETWORK RA C K U P S RECEPTACLE F I E L D MOUNTED.RECCB A I X / Y / Z + - 1 3 4 N F I E L D / A S N O T E D C O N T R O L P A N E L F U S E ~~ F U S E A I X / Y / Z + - ~~ A O X / Y / Z + - ~~ 1 3 4 N TYPICAL PANEL POWER WIRINGSCALE: NONE T Y P I C A L A N A L O G W I R I N G S C A L E : N O N E T Y P I C A L D I G I T A L W I R I N G S C A L E : N O N E C O N T R O L L A B E L I N G R E F E R E N C E X Y Z E X A M P L E : 1 / 2 / 3 S L O T R A C K C H A N N E L 1 2 3 S L O T - 2 R A C K - 1 C H A N N E L - 3 P O W E R R A I L L E G E N D C A L L O U T D E S C R I P T I O N L 1 , L 2 , N 1 1 2 0 V A C N O N - U P S P O W E R 1 , N 1 2 0 V A C U P S P O W E R 3 , 4 2 4 V D C U P S P O W E R 1 3 1 3 4 N 4 N F I E L D / A S N O T E D C O N T R O L P A N E L A I X / Y / Z + - F U S E L N G + - F E N O T E : P O W E R D E V I C E W I T H C O N T R O L P A N E L ' S U P S P O W E R C B P O W E R F L O W R A T E T Y P I C A L F L O W M E T E R W I R I N G S C A L E : N O N E +24VDC-24VDC G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various Schematics.dwgLast Saved: By: Andrew Hanson Date: Thursday, February 21, 2019 8:34:22 AMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: SCHM10 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA TYPICAL WIRING DIAGRAMS R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 0 1 4 E 1 0 1E10 2 E 1 0 3 E 1 0 4 E 1 0 0 5 / 1 5 / 2 0 2 0 PANEL SCHEDULEPANEL: PSB-DP1LOCATION: PEAR ST. BOOSTERVOLTS: 480/277PHASE: 3 W : 4 AMP MAIN BKR: MLOAIC RATING: 42,000MOUNT: SURFA C E F E D F R O M : P S B - A T S 1 CIRCUIT DESCRIPTIONLOAD VACKT.BKR.PCKT.No.PH.CKT.No.PC K T . B K R . L O A D V A C I R C U I T D E S C R I P T I O N VFD No. 118700703 1A231 2 5 5 6 0 0 0 V F D N o . 2 3B45C6VFD No. 3560001253 7A833 0 1 0 0 0 0 L I G H T I N G T R A N S F O R M E R 9B1011C12SPACE---13A1412 0 - S P A R E SPACE---15B16- - - S P A C E HEATER No. 25000153 17C1831 5 5 0 0 0 H E A T E R N o . 1 19A2021B22CONNECTED TOTALS:KVA150.70NOTES:AMPS181.26PANEL SCHEDU L E S H O W N I S B A S E D O N C O N T R A C T O R P R O V I D E D , AS-INSTALLED I N F O R M A T I O N . * PANEL LOAD INDICATED IS AN ESTIMATED AMOUNT. P A N E L S C H E D U L E P A N E L : P S B - L P 1 L O C A T I O N : P E A R S T . B O O S T E R V O L T S : 2 4 0 / 1 2 0 P H A S E : 1 W : 3 A M P M A I N B K R : 5 0 A / 2 P A I C R A T I N G : 1 0 , 0 0 0 M O U N T : S U R F A C E F E D F R O M : L I G H T I N G X F M R C I R C U I T D E S C R I P T I O N L O A D V A C K T . B K R . P C K T . N o . P H . C K T . N o . P C K T . B K R . L O A D V A C I R C U I T D E S C R I P T I O N S P A R E - 2 0 1 1 A 2 1 2 0 - S P A R E S P A R E - 2 0 1 3 B 4 1 2 0 - S P A R E S P A R E - 2 0 1 5 A 6 1 2 0 - S P A R E L I G H T S 3 2 0 2 0 1 7 B 8 1 2 0 5 0 0 G E N E R A T O R B L O C K H E A T E R D E H U M I D I F I E R R E C E P T A C L E 5 4 0 2 0 1 9 A 1 0 1 2 0 1 0 0 0 G E N E R A T O R B A T T E R Y C H A R G E R R E C E P T A C L E B E L O W P A N E L 1 8 0 2 0 1 1 1 B 1 2 1 2 0 - S P A R E S P A R E - 2 0 1 1 3 A 1 4 1 2 0 - S P A R E S P A R E - 2 0 1 1 5 B 1 6 1 2 0 - S P A R E O U T D O O R C O N D E N S O R U N I T ( A C C U - 1 ) 8 0 0 2 0 2 1 7 A 1 8 2 3 0 8 0 0 C O N T R O L P A N E L ( P S B - C P 1 ) 1 9 B 2 0 C O N N E C T E D T O T A L S : K V A 4 . 1 4 N O T E S : A M P S 1 7 . 2 5 P A N E L S C H E D U L E S H O W N I S B A S E D O N C O N T R A C T O R P R O V I D E D , A S - I N S T A L L E D I N F O R M A T I O N . * P A N E L L O A D I N D I C A T E D I S A N E S T I M A T E D A M O U N T . File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Various Schedules.dwgLast Saved: By: Andrew Hanson Date: Thursday, May 7, 2020 2:52:36 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: SCHD11 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA VARIOUS SCHEDULES R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 1 1 4 E 1 1 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S 0 5 / 1 5 / 2 0 2 0 Rack / SlotPointTypeTagnameDescription E G U L o E G U H i E G U T a g S i g n a l RACK 0SLOT 01756-L81E LOGIX 5580E CONTROLLER WITH 3 MBYTES MEMORYRACK 0SLOT 11756-IF8H 0AIPSB_810A_PITPEAR STREET BOOSTER PUMP No. 1 DISCHARGE PRESSURE 0 . 0 X X X P S I 4 - 2 0 m A 1AIPSB_810B_PITPEAR STREET BOOSTER PUMP No. 2 DISCHARGE PRESSURE 0 . 0 X X X P S I 4 - 2 0 m A 2AIPSB_810C_PITPEAR STREET BOOSTER PUMP No. 3 DISCHARGE PRESSURE 0 . 0 X X X P S I 4 - 2 0 m A 3AIPSB_800A_PITPEAR STREET BOOSTER INFLUENT PRESSURE 0 . 0 X X X P S I 4 - 2 0 m A 4AIPSB_800A_FITPEAR STREET BOOSTER INFLUENT FLOW 0 . 0 X X X G P M 4 - 2 0 m A 5AIPSB_840A_TEMPPEAR STREET BOOSTER BUILDING AMBIENT TEMPERATURE 0 . 0 1 5 0 . 0 ° F 4 - 2 0 m A 6AIWIRED SPARE 4 - 2 0 m A 7AIWIRED SPARE 4 - 2 0 m A RACK 0SLOT 21756-IF8H 0AIPSB_810A_PMP_SPD_RTNPEAR STREET BOOSTER PUMP No. 1 SPEED FEEDBACK 0 . 0 6 0 . 0 H Z 4 - 2 0 m A 1AIPSB_810B_PMP_SPD_RTNPEAR STREET BOOSTER PUMP No. 2 SPEED FEEDBACK 0 . 0 6 0 . 0 H Z 4 - 2 0 m A 2AIPSB_810C_PMP_SPD_RTNPEAR STREET BOOSTER PUMP No. 3 SPEED FEEDBACK 0 . 0 6 0 . 0 H Z 4 - 2 0 m A 3AIWIRED SPARE 4 - 2 0 m A 4AIWIRED SPARE 4 - 2 0 m A 5AIWIRED SPARE 4 - 2 0 m A 6AIWIRED SPARE 4 - 2 0 m A 7AIWIRED SPARE 4 - 2 0 m A RACK 0SLOT 31756-N2 EMPTY SLOT FILLERRACK 0SLOT 41756-OF8 0AOPSB_810A_PMP_SPD_OUTPEAR STREET BOOSTER PUMP No. 1 SPEED COMMAND 0 . 0 1 0 0 . 0 % 4 - 2 0 m A 1AOPSB_810B_PMP_SPD_OUTPEAR STREET BOOSTER PUMP No. 2 SPEED COMMAND 0 . 0 1 0 0 . 0 % 4 - 2 0 m A 2AOPSB_810C_PMP_SPD_OUTPEAR STREET BOOSTER PUMP No. 3 SPEED COMMAND 0 . 0 1 0 0 . 0 % 4 - 2 0 m A 3AOWIRED SPARE 4 - 2 0 m A 4AOWIRED SPARE 4 - 2 0 m A 5AOWIRED SPARE 4 - 2 0 m A 6AOWIRED SPARE 4 - 2 0 m A 7AOWIRED SPARE 4 - 2 0 m A RACK 0SLOT 51756-IA16 0DIPSB_850_GEN_AUTOPEAR STREET BOOSTER GENERATOR IN AUTO L O C A L I N A U T O 1 2 0 V A C 1DIPSB_850_GEN_RNGPEAR STREET BOOSTER GENERATOR RUNNING O F F R U N N I N G 1 2 0 V A C 2DIPSB_850_GEN_LALPEAR STREET BOOSTER GENERATOR LOW FUEL ALARM A L A R M N O R M A L 1 2 0 V A C 3DIPSB_850_GEN_PAL1PEAR STREET BOOSTER GENERATOR PRE-LOW OIL PRESSURE ALAR M A L A R M N O R M A L 1 2 0 V A C 4DIPSB_850_GEN_PAL2PEAR STREET BOOSTER GENERATOR LOW OIL PRESSURE ALARM A L A R M N O R M A L 1 2 0 V A C 5DIPSB_850_GEN_TAH1PEAR STREET BOOSTER GENERATOR PRE-HIGH COOLANT TEMP AL A R M A L A R M N O R M A L 1 2 0 V A C 6DIPSB_850_GEN_TAH2PEAR STREET BOOSTER GENERATOR HIGH COOLANT TEMP ALARM A L A R M N O R M A L 1 2 0 V A C 7DIPSB_850_GEN_BATPEAR STREET BOOSTER GENERATOR BATTERY CHARGER FAULT A L A R M N O R M A L 1 2 0 V A C 8DIWIRED SPARE 1 2 0 V A C 9DIPSB_840DP_SPD_FAILPEAR STREET BOOSTER DISTRIBUTION PANEL SPD FAILURE A L A R M N O R M A L 1 2 0 V A C 10DIPSB_840LP_SPD_FAILPEAR STREET BOOSTER LIGHTING PANEL SPD FAILURE A L A R M N O R M A L 1 2 0 V A C 11DIPSB_840CP_UTIL_AVLPEAR STREET BOOSTER CONTROL PANEL CONTROL POWER AVAILA B L E A L A R M N O R M A L 1 2 0 V A C 12DIPSB_840CP_UPS_AVLPEAR STREET BOOSTER CONTROL PANEL UPS POWER AVAILABLE A L A R M N O R M A L 1 2 0 V A C 13DIPSB_840CP_SPD_FAILPEAR STREET BOOSTER CONTROL PANEL SPD FAILURE A L A R M N O R M A L 1 2 0 V A C 14DIWIRED SPARE 1 2 0 V A C 15DIWIRED SPARE 1 2 0 V A C R a c k / S l o t P o i n t T y p e T a g n a m e D e s c r i p t i o n E G U L o E G U H i E G U T a g S i g n a l R A C K 0 L O G I X 5 5 8 0 E C O N T R O L L E R W I T H 3 M B Y T E S M E M O R Y R A C K 0 S L O T 6 1 7 5 6 - I A 1 6 0 D I P S B _ 8 4 0 A _ F L S P E A R S T R E E T B O O S T E R B U I L D I N G F L O O D E D A L A R M N O R M A L 1 2 0 V A C 1 D I P S B _ 8 4 0 A _ D S _ I N T P E A R S T R E E T B O O S T E R B U I L D I N G D O O R I N T R U S I O N A L A R M N O R M A L 1 2 0 V A C 2 D I P S B _ 8 2 0 A _ F S _ F L O W P E A R S T R E E T B O O S T E R D I S C H A R G E S U R G E R E L I E F F L O W I N D I C A T I O N N O F L O W F L O W 1 2 0 V A C 3 D I P S B _ 8 0 0 A _ F S _ F L O W P E A R S T R E E T B O O S T E R S U C T I O N P R E S S U R E R E L I E F F L O W I N D I C A T I O N N O F L O W F L O W 1 2 0 V A C 4 D I P S B _ 8 3 0 A _ P R V _ O P E N _ I N D P E A R S T R E E T B O O S T E R B Y P A S S P R E S S U R E R E D U C I N G V A L V E O P E N I N D I C A T I O N C L O S E D O P E N 1 2 0 V A C 5 D I W I R E D S P A R E 1 2 0 V A C 6 D I W I R E D S P A R E 1 2 0 V A C 7 D I W I R E D S P A R E 1 2 0 V A C 8 D I W I R E D S P A R E 1 2 0 V A C 9 D I W I R E D S P A R E 1 2 0 V A C 1 0 D I W I R E D S P A R E 1 2 0 V A C 1 1 D I W I R E D S P A R E 1 2 0 V A C 1 2 D I W I R E D S P A R E 1 2 0 V A C 1 3 D I W I R E D S P A R E 1 2 0 V A C 1 4 D I W I R E D S P A R E 1 2 0 V A C 1 5 D I W I R E D S P A R E 1 2 0 V A C R A C K 0 S L O T 7 1 7 5 6 - I A 1 6 0 D I P S B _ 8 1 0 A _ P M P _ A U T O P E A R S T R E E T B O O S T E R P U M P N o . 1 I N A U T O L O C A L I N A U T O 1 2 0 V A C 1 D I P S B _ 8 1 0 A _ P M P _ R N G P E A R S T R E E T B O O S T E R P U M P N o . 1 R U N N I N G O F F R U N N I N G 1 2 0 V A C 2 D I P S B _ 8 1 0 A _ P M P _ F L T P E A R S T R E E T B O O S T E R P U M P N o . 1 F A U L T A L A R M N O R M A L 1 2 0 V A C 3 D I P S B _ 8 1 0 A _ P M P _ O V R T M P P E A R S T R E E T B O O S T E R P U M P N o . 1 O V E R T E M P A L A R M N O R M A L 1 2 0 V A C 4 D I W I R E D S P A R E 1 2 0 V A C 5 D I P S B _ 8 1 0 B _ P M P _ A U T O P E A R S T R E E T B O O S T E R P U M P N o . 2 I N A U T O L O C A L I N A U T O 1 2 0 V A C 6 D I P S B _ 8 1 0 B _ P M P _ R N G P E A R S T R E E T B O O S T E R P U M P N o . 2 R U N N I N G O F F R U N N I N G 1 2 0 V A C 7 D I P S B _ 8 1 0 B _ P M P _ F L T P E A R S T R E E T B O O S T E R P U M P N o . 2 F A U L T A L A R M N O R M A L 1 2 0 V A C 8 D I P S B _ 8 1 0 B _ P M P _ O V R T M P P E A R S T R E E T B O O S T E R P U M P N o . 2 O V E R T E M P A L A R M N O R M A L 1 2 0 V A C 9 D I W I R E D S P A R E 1 2 0 V A C 1 0 D I P S B _ 8 1 0 C _ P M P _ A U T O P E A R S T R E E T B O O S T E R P U M P N o . 3 I N A U T O L O C A L I N A U T O 1 2 0 V A C 1 1 D I P S B _ 8 1 0 C _ P M P _ R N G P E A R S T R E E T B O O S T E R P U M P N o . 3 R U N N I N G O F F R U N N I N G 1 2 0 V A C 1 2 D I P S B _ 8 1 0 C _ P M P _ F L T P E A R S T R E E T B O O S T E R P U M P N o . 3 F A U L T A L A R M N O R M A L 1 2 0 V A C 1 3 D I P S B _ 8 1 0 C _ P M P _ O V R T M P P E A R S T R E E T B O O S T E R P U M P N o . 3 O V E R T E M P A L A R M N O R M A L 1 2 0 V A C 1 4 D I W I R E D S P A R E 1 2 0 V A C 1 5 D I W I R E D S P A R E 1 2 0 V A C R A C K 0 S L O T 8 1 7 5 6 - N 2 E M P T Y S L O T F I L L E R R A C K 0 S L O T 9 1 7 5 6 - O X 8 I 0 R O P S B _ 8 1 0 A _ P M P _ C M D P E A R S T R E E T B O O S T E R P U M P N o . 1 R E Q U I R E D O F F R E Q U I R E D R E L A Y 1 R O P S B _ 8 1 0 B _ P M P _ C M D P E A R S T R E E T B O O S T E R P U M P N o . 2 R E Q U I R E D O F F R E Q U I R E D R E L A Y 2 R O P S B _ 8 1 0 C _ P M P _ C M D P E A R S T R E E T B O O S T E R P U M P N o . 3 R E Q U I R E D O F F R E Q U I R E D R E L A Y 3 R O W I R E D S P A R E R E L A Y 4 R O P S B _ 8 3 0 A _ P R V _ O P E N _ C M D P E A R S T R E E T B O O S T E R B Y P A S S P R E S S U R E R E D U C I N G V A L V E O P E N C O M M A N D C L O S E O P E N R E L A Y 5 R O W I R E D S P A R E R E L A Y 6 R O W I R E D S P A R E R E L A Y 7 R O W I R E D S P A R E R E L A Y File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Control Panel Layout and Network Diagram.dwgLast Saved: By: Andrew Hanson Date: Friday, May 8, 2020 2:23:50 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: SCHD12 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA CONTROL PANEL IO SCHEDULE R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 2 1 4 E 1 2 1 E 1 2 C O N T R O L P A N E L I / O S C H E D U L E P S B _ 8 4 0 C P 1 G E N E R A L N O T E S 1 . S E E S H E E T E 1 F O R G E N E R A L N O T E S . C O N S T R U C T I O N N O T E S S Y S T E M S I N T E G R A T O R S H A L L C O N F I R M H I R A N G E O F T H E A N A L O G I N P U T S I G N A L O N - S I T E D U R I N G F I N A L C H E C K O U T O F A L L T H E I / O . I N F O R M A T I O N S H A L L B E P R O V I D E D T O T H E O W N E R ' S P R O G R A M M E R D U R I N G S T A R T U P O F T H E N E W C O N T R O L S Y S T E M . 1 0 5 / 1 5 / 2 0 2 0 1 EQUIPMENT G R O U N D I N G C O N N E C T I O N SCALE: NONE G R N D 0 0 1 M A T C H B O L T H O L E P A T T E R N O F C O N N E C T O R T O E Q U I P M E N T . L O N G B A R R E L L U G S ( T Y P . ) B U R N D Y H Y G R O U N D C O M P R E S S I O N F I T T I N G S 1 2 - T O N C R I M P I E E E 8 3 7 T Y P E C O M P R E S S I O N G R O U N D F I T T I N G S E Q U A L T O P A N D U I T 2 SCADA ANTENNA MAST DETAILSCALE: NONEANTN008 PLAN VIEW 18''1" RIGID STEEL CONDUITW/FLOOR FLANGE, (TYP. 4)WELD CHANNEL TO RIGID STEELCONDUITS, (TYP.)UNISTRUT #P1000, OREQUAL, CHANNEL. (TYP. 4)WALLNOTE: SANDBLAST & PAINT BRACKETW/OXIDATION RESISTANT PAINT.COORDINATE COLOR W/ARCHITECT.EXISTING BUILDING MOUNTEDANTENNA MAST ANCHORS.WALL ELECTRICAL CONTRACTOR TO MOUNT2" RIGID CONDUIT TO EXISTINGSUPPORTS AT ELEVATION SHOWN ANDMOUNT EXISTING ANTENNA.COORDINATE ADDITIONAL MOUNTINGREQUIREMENTS WITH OWNERS DURINGCONSTRUCTION.MOUNT ANTENNA AT 6'-0" ABOVE ROOF ANDCONFIRM COMMUNICATION WITH OWNERS.EXISTING ROOF MOUNTED PARABOLICANTENNA RELOCATED TO MAST ASSHOWN. COORDINATE RELOCATION WITHOWNERS DURING CONSTRUCTION.SECTION INSULATING BUSHING1 1/2" SCH 80 PVC CONDUIT THRUWALL W/WATER-TIGHT FITTING ONTHE OUTSIDE & INSULATING BUSHINGON THE INSIDE. PACK W/DUCT SEAL.TELEMETRY INTERFACE JUNCTION BOXFASTENED TO WALL WITH STAINLESSSTEEL MOUNTING HARDWARE (40 91 00)ROUTE GROUND CONDUCTOR TOGROUND RING AS SHOWN ON PLANS ROUTE COAX CABLE TO RADIO INCONTROL PANEL (CPX) IN 1 1/2" CONDUITBOND TELEMETRY INTERFACE JUNCTIONBOX GROUND PLATE TO ANTENNA MASTGROUND CONDUCTOR AS SHOWN.2 CEILING FIXT U R E M O U N T I N G SCALE: NONE L G H T 0 1 6 FLOOR ORLANDING CEI L I N G S T A I N L E S S S T E E L S T R U T A N D A N C H O R S T Y P I C A L W A L L W A L L 1E13 File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E Various Details.dwgLast Saved: By: Andrew Hanson Date: Friday, January 18, 2019 5:44:57 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: DETL13 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA VARIOUS DETAILS R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 3 1 4 E 1 3 2E133E13 0 5 / 1 5 / 2 0 2 0 CABLE AND CONDUIT SCHEDULE - 1000CONDUITIDCONDUITCIRCUITIDSERVICE RATING CONDUCTORSFROM T O N O T E S # OFPARALLEL SETSQTYSIZECURRENT CARRYINGNTRLGND C A B L E T Y P E VOLTPHASEQTYTYPESIZE100011-1/2"4803131/C#4-#8EXISTING DP P S B _ 8 1 0 A _ V F D T Y P E P 1 100111-1/2"4803131/C#1-#6EXISTING DP P S B _ 8 1 0 B _ V F D T Y P E P 1 100211-1/2"4803131/C#1-#6EXISTING DP P S B _ 8 1 0 C _ V F D T Y P E P 1 100313/4"CONTROL--21/C#14--EXISTING DP(SPD FAIL) P S B _ C P 1 T Y P E P 1 1004---------- - 100513/4"CONTROL--21/C#14--PSB_LP(SPD FAIL) P S B _ C P 1 T Y P E P 1 100613/4"120/2401121/C#12#12#12EXISTING LP P S B _ C P 1 T Y P E P 1 1007---------- - 100811-1/2"4803113/C#8-#8PSB_810A_VFD P S B _ 8 1 0 A _ P M P T Y P E P 4 100913/4"CONTROL--21/C#14--PSB_810A_VFD P S B _ 8 1 0 A _ P M P ( T H E R M A L ) T Y P E P 1 101012"4803113/C#1-#1PSB_810B_VFD P S B _ 8 1 0 B _ P M P T Y P E P 4 101113/4"CONTROL--21/C#14--PSB_810B_VFD P S B _ 8 1 0 B _ P M P ( T H E R M A L ) T Y P E P 1 101212"4803113/C#1-#1PSB_810C_VFD P S B _ 8 1 0 C _ P M P T Y P E P 4 101313/4"CONTROL--21/C#14--PSB_810C_VFD P S B _ 8 1 0 C _ P M P ( T H E R M A L ) T Y P E P 1 1014---------- - 101513/4"CONTROL--101/C#14--PSB_810A_VFD P S B _ C P 1 T Y P E P 1 101613/4"SIGNAL--22/C#16-SHIELDPSB_810A_VFD P S B _ C P 1 T Y P E S 1 101713/4"DATA--1CAT 6---PSB_810A_VFD P S B _ C P 1 T Y P E D 4 101813/4"CONTROL--101/C#14--PSB_810B_VFD P S B _ C P 1 T Y P E P 1 101913/4"SIGNAL--22/C#16-SHIELDPSB_810B_VFD P S B _ C P 1 T Y P E S 1 102013/4"DATA--1CAT 6---PSB_810B_VFD P S B _ C P 1 T Y P E D 4 102113/4"CONTROL--101/C#14--PSB_810C_VFD P S B _ C P 1 T Y P E P 1 102213/4"SIGNAL--22/C#16-SHIELDPSB_810C_VFD P S B _ C P 1 T Y P E S 1 102313/4"DATA--1CAT 6---PSB_810C_VFD P S B _ C P 1 T Y P E D 4 1024---------- - 102513/4"CONTROL--21/C#14--PSB_CP1 P S B _ 8 4 0 A _ D S T Y P E P 1 102613/4"CONTROLMANUFACTURER PROVIDED CABLEPSB_CP1 P S B _ 8 4 0 A _ F L S - C A B L E A N D C O N D U I T S C H E D U L E - 1 0 0 0 C O N D U I T I D C O N D U I T C I R C U I T I D S E R V I C E R A T I N G C O N D U C T O R S F R O M T O N O T E S # OF P A R A L L E L S E T S Q T Y S I Z E C U R R E N T C A R R Y I N G N T R L G N D C A B L E T Y P E V O L T P H A S E Q T Y T Y P E S I Z E 1 0 2 7 1 3 / 4 " C O N T R O L - - 4 1 / C # 1 4 - - P S B _ C P 1 P S B _ 8 3 0 A _ P R V T Y P E P 1 1 0 2 8 1 3 / 4 " C O N T R O L - - 2 1 / C # 1 4 - - P S B _ C P 1 P S B _ 8 0 0 A _ F S T Y P E P 1 1 0 2 9 1 3 / 4 " C O N T R O L - - 2 1 / C # 1 4 - - P S B _ C P 1 P S B _ 8 2 0 A _ F S T Y P E P 1 1 0 3 0 1 3 / 4 " 1 2 0 1 1 1 1 / C # 1 2 # 1 2 # 1 2 P S B _ C P 1 ( U P S ) N E T W O R K R A C K U P S R E C E P T A C L E T Y P E P 1 1 0 3 1 1 3 / 4 " C O N T R O L - - 1 0 1 / C # 1 4 - - P S B _ C P 1 E X I S T I N G G E N E R A T O R A N N U N C I A T O R T Y P E P 1 1 0 3 2 - - - - - - - - - - - 1 0 3 3 - - - - - - - - - - - 1 0 3 4 1 3 / 4 " S I G N A L - - 1 2 / C # 1 6 - S H I E L D P S B _ C P 1 P S B _ 8 0 0 A _ P I T T Y P E S 1 1 0 3 5 1 3 / 4 " 1 2 0 1 1 1 1 / C # 1 2 # 1 2 # 1 2 P S B _ C P 1 ( U P S ) P S B _ 8 0 0 A _ F I T T Y P E P 1 1 0 3 6 1 3 / 4 " S I G N A L - - 2 2 / C # 1 6 - S H I E L D P S B _ C P 1 P S B _ 8 0 0 A _ F I T T Y P E S 1 1 0 3 7 1 3 / 4 " S I G N A L M A N U F A C T U R E R P R O V I D E D C A B L E P S B _ 8 0 0 A _ F I T P S B _ 8 0 0 A _ F E - 1 0 3 8 1 3 / 4 " S I G N A L - - 1 2 / C # 1 6 - S H I E L D P S B _ C P 1 P S B _ 8 1 0 A _ P I T T Y P E S 1 1 0 3 9 1 3 / 4 " S I G N A L - - 1 2 / C # 1 6 - S H I E L D P S B _ C P 1 P S B _ 8 1 0 B _ P I T T Y P E S 1 1 0 4 0 1 3 / 4 " S I G N A L - - 1 2 / C # 1 6 - S H I E L D P S B _ C P 1 P S B _ 8 1 0 C _ P I T T Y P E S 1 1 0 4 1 - - - - - - - - - - - 1 0 4 2 - - - - - - - - - - - 1 0 4 3 1 1 - 1 / 2 " O W N E R F U R N I S H E D C A B L E P S B _ C P 1 P S B _ J B O X 1 _ A N T - 1 0 4 4 - - - - - - - - - - - 1 0 4 5 1 3 / 4 " 1 2 0 / 2 4 0 1 1 2 1 / C # 6 # 6 # 8 E X I S T I N G L I G H T I N G P A N E L P S B _ L P 1 T Y P E P 1 1 0 4 6 1 3 / 4 " 2 4 0 1 1 2 1 / C # 1 2 - # 1 2 P S B _ L P 1 P S B _ A C C U - 1 T Y P E P 1 1 0 4 7 1 3 / 4 " 4 8 0 3 1 3 1 / C # 1 2 - # 1 2 E X I S T I N G D P P S B _ U H - 1 T Y P E P 1 1 0 4 8 1 3 / 4 " 4 8 0 3 1 3 1 / C # 1 2 - # 1 2 E X I S T I N G D P P S B _ U H - 2 T Y P E P 1 1 0 4 9 - - - - - - - - - - - 1 0 5 0 - - - - - - - - - - - 1 0 5 1 - - - - - - - - - - - 1 0 5 2 - - - - - - - - - - - 1 0 5 3 - - - - - - - - - - - File: W:\B\Bozeman\P05097-2017-016 Pear Street Booster Station Rehab\CAD Dwgs\06-Electrical\Autocad\Plan Sheets\E-Cable and Conduit Schedule.dwgLast Saved: By: Andrew Hanson Date: Thursday, May 7, 2020 12:59:30 PMPlotted: By: Andrew Hanson Date: Friday, May 8, 2020 Layout: SCHD14 S H E E T P R O J E C T N U M B E R C H E C K E D / A P P R O V E D D A T E D R A W I N G T Y P E P R E P A R E D B Y o f D R A W I N G / Advanced Engineering and Environ m e n t a l S e r v i c e s , I n c . l 1 2 8 8 N o r t h 1 4 t h A v e S t e 1 0 3 B o z e m a n , M T 5 9 7 1 5 l ( t ) 4 0 6 - 2 1 9 - 2 6 3 3 ( f ) 4 0 6 - 2 1 9 - 2 6 3 5 l w w w . a e 2 s . c o m RECORD DRAWING ENGINEER'S CERTIFICATION OF THESE RECORDS IS TO INDICATE THISPROJECT IS IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DRAWINGSAND SPECIFICATIONS AS OF THE DATE OF SUBSTANTIAL COMPLETION(01/14/2020). THESE DRAWINGS WERE DEVELOPED TO THE BEST OF THEENGINEER'S KNOWLEDGE USING CONSTRUCTION RECORDS - THERESPONSIBILITY FOR THE COLLECTION OF WHICH IS OUTLINED IN THEENGINEER'S PROFESSIONAL SERVICES AGREEMENT AND THECONSTRUCTOR'S GENERAL CONSTRUCTION CONTRACT, RESPECTIVELY. PEAR STREET BOOSTER STATION REHABILITATION CITY OF BOZEMAN BOZEMAN, MONTANA CABLE AND CONDUIT SCHEDULE R E C O R D A J H N R A A M W A P R I L 2 0 2 0 P 0 5 0 9 7 - 2 0 1 7 - 0 1 6 1 4 1 4 E 1 4 0 5 / 1 5 / 2 0 2 0