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C330 Fire Hydrant and Sewer Service_22x34_20190801
N88°34'52"W 116.07' S 1 ° 3 9 ' 1 7 " W 1 2 9 . 9 4 ' G 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////// /// E 6 S E 6 S E 6 S E 6 S E 6 S E 6 S E 6 S E 6 S E 2 4 S D E 2 4 S D E 2 4 S D E 2 4 S D E 2 4 S D E 2 4 S D E 2 4 S D E R D E R D E R D E R D E S D E S D E S D E 1 2 S D B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B C T V B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B F B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B P B T B T B T B T B T B T B T B T B T B T B T B T G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S E 6 W E 6 W E 6 W E 6 W E 6 W E 6 W E 6 W E 6 W E 1 W S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 4 W S 4 W S 4 W S 4 W S 4 W S 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E 6 F I R E R D W W HY D E X I S T I N G 6 " C A S T I R O N W A T E R M A I N E X I S T I N G 6 " C L A Y S E W E R M A I N E X I S T I N G 2 4 " S T O R M D R A I N M A I N S T A 0 + 5 0 . 0 0 C O N N E C T T O N E W 8 " S E W E R M A I N S T A ± 1 + 3 9 E N D C A P G R E A S E I N T E R C E P T O R ( S E E P L U M B I N G S H E E T S ) 4 8 0 5 4 8 1 0 4 8 1 5 4 8 2 0 4 8 2 5 4 8 0 5 4 8 1 0 4 8 1 5 4 8 2 0 4 8 2 5 EG-4815.47 EG-4815.44 EG-4817.13 EG- EG- EG-4815.76 EG-4815.59 FG-4815.47 FG-4815.44 FG-4817.13 FG- FG- FG-4815.76 FG-4815.59 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 1 + 7 5 STA 0+50.00 EXISTING 8"SEWER MAIN INV = ± 4805.60 8 9 L F 8 " S D R 3 5 @ 1 8 " / F T E X I S T I N G W A T E R M A I N M A I N T A I N M I N 1 . 5 ' V E R T I C A L C L E A R A N C E E X I S T I N G G A S M A I N ( C O N T R A C T O R T O V E R I F Y L O C A T I O N ) E X I S T I N G P O W E R A N D C O M M U N I C A T I O N S ( C O N T R A C T O R T O V E R I F Y L O C A T I O N ) F F = 4 8 2 0 . 0 0 E X I S T I N G 2 4 " S T O R M M A I N I N S U L A T I O N E N D C A P I N V = ± 4 8 1 2 . 1 8 L E G E N D S H E E T N U M B E R R E F E R E N C E X X X X G/////////////////////////////////////////////////////////////// / / / E6SE6SE6SE6SE6SE6SE6SE6SE6S E24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBT BTBT B T GASGASGASGASGASGASGASGASGASE6WE6WE6WE6WE6WE6WE6WE6WE6W E1WS0+000+501+00 8S8S8S8S8S 8S8S4WS4WS4WS4WS4WS 4 W S 6FIRE6FIRE6FIRE6FIRE6FIRE 6 F I R E RD WW HYD EXISTING 6"CAST IRONWATER MAINEXISTING 6" CLAYSEWER MAIN EXISTING 24"STORM DRAIN MAIN STA 0+83.71NEW FH ASS'Y PER C.O.B. STD. DWG. 0266 0 - 4 SEE SHEET C610PROPERTY LINE (TYP.)10.00' WIDEPUBLIC UTILITY EASEMENT REMOVE EXISTING WATER SERVICE CURB S T O P ABANDON SERVICE AT MAIN GREASE INTERCEPTOR (SEEPLUMBING SHEETS)STA 0+50.00CONNECT TO MAININV = ± 4811.264805 4810 4815 4820 4825480548104815482048250+000+501+001+25 EG-4818.89EG-4818.92EG-4818.62EG-4819.75EG-4820.55EG-FG-4818.89FG-4818.92FG-4818.62FG-4819.75FG-4820.55FG-EXISTING 6" CAST IRON MAIN EXISTING GAS MAIN(CONTRACTOR TO VERIFY LOCATION)EXISTING POWER AND COMMUNICATIONS(CONTRACTOR TO VERIFY LOCATION)STA 0+83.716" 90° VERT. BENDINV = ± 4811.55 BURY DEPTH = ± 4819.067.5' BURY DEPTH © 2 8 8 0 T e c h n o l o g y B l v d . W . B o z e m a n , M T 5 9 7 1 8 P h o n e : ( 4 0 6 ) 5 8 7 - 0 7 2 1 F a x : ( 4 0 6 ) 9 2 2 - 6 7 0 2 S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R D R A W N B Y : C H K ' D . B Y : A P P R . B Y : D A T E : Q . A . R E V I E W D A T E : B Y : C O P Y R I G H T M O R R I S O N - M A I E R L E , I N C . , 2 0 1 9 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C330-Water-and-Sewer.dwg Plotted by cooper krause on Jul/15/2019 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s 5 3 0 5 . 0 0 5 C 3 3 0 B O Z E M A N M O N T A N A C P K 1 0 / 2 0 1 8 1SITE REVISIONS01/25/2019CPK2SITE REVISIONS04/19/2019CPK3SITE REVISIONS06/07/2019KDJ F I R E H Y D R A N T L E A D A N D S E W E R S E R V I C E R E S I D E N C E I N N - B O Z E M A N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R P R O F I L E S C A L E H O R I Z O N T A L S C A L E : 1 " = 2 0 ' V E R T I C A L S C A L E : 1 " = 2 ' 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 4 0 ' 1 1 x 1 7 V E R T I C A L S C A L E : 1 " = 4 ' S E W E R S E R V I C E L I N E S T A T I O N 0 + 5 0 T O 1 + 3 9 I N S T A L L ± 8 8 L F O F 8 " S D R 2 6 P V C T Y P E A T R E N C H B A C K F I L L T Y P E 1 P I P E B E D D I N G G R A P H I C S C A L E 0 ( I N F E E T ) 1 0 2 0 1 0 2 0 1 I N C H = 2 0 F T 1 . A L L I M P R O V E M E N T S O N T H I S P R O J E C T S H A L L B E C O M P L E T E D I N A C C O R D A N C E W I T H T H E M O N T A N A P U B L I C W O R K S S T A N D A R D S P E C I F I C A T I O N S , 6 T H E D I T I O N D A T E D A P R I L 2 0 1 0 ( M P W S S ) ; T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S ; A N D T H E P R O J E C T S P E C I F I C A T I O N S . 2 . A P R E C O N S T R U C T I O N C O N F E R E N C E S H A L L B E H E L D P R I O R T O T H E S T A R T O F C O N S T R U C T I O N . N O M A T E R I A L C H A N G E S M A Y B E M A D E T O T H I S P L A N W I T H O U T T H E A P P R O V A L O F T H E C I T Y O F B O Z E M A N W A T E R / S E W E R S U P E R I N T E N D E N T . 3 . A L L T E X T A N D F E A T U R E S S H O W N S H A D E D W E R E E X I S T I N G . 4 . T H E L O C A T I O N , D E P T H , A N D S I Z E O F T H E E X I S T I N G U T I L I T I E S S H O W N O N T H E S E P L A N S I S A P P R O X I M A T E . T H E C O N T R A C T O R S H A L L V E R I F Y T H E E X I S T E N C E , L O C A T I O N , D E P T H , A N D S I Z E O F T H E U T I L I T I E S P R I O R T O C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A N Y D A M A G E T O T H E E X I S T I N G F A C I L I T I E S D U E T O F A I L U R E T O L O C A T E O R P R O P E R L Y P R O V I D E P R O T E C T I O N W H E N L O C A T I O N I S K N O W N . 5 . D I M E N S I O N S S H O W N F O R P I P E L E N G T H S A R E M E A S U R E D F R O M C E N T E R - O F - J U N C T I O N T O C E N T E R - O F - J U N C T I O N F O R P A Y M E N T P U R P O S E S . 6 . A L L W A T E R V A L V E S O W N E D A N D O P E R A T E D B Y T H E C I T Y O F B O Z E M A N S H A L L B E O P E R A T E D B Y A U T H O R I Z E D C I T Y O F B O Z E M A N P E R S O N N E L O N L Y . 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 T H E C I T Y E N G I N E E R P R I O R T O C O N N E C T I N G T O E X I S T I N G W A T E R L I N E S O W N E D A N D M A I N T A I N E D B E T H E C I T Y O F B O Z E M A N . 7 . W A T E R C O N N E C T I O N S S H A L L B E P E R F O R M E D B Y A L I C E N S E D P L U M B E R . 8 . A L L V A L V E S S H A L L B E I N S T A L L E D W I T H T H R U S T B L O C K I N G A N D V A L V E B O X E S I N A C C O R D A N C E W I T H T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G N O . 0 2 6 6 0 - 3 . S E E S H E E T C 6 1 0 . 9 . A L L F I T T I N G S R E Q U I R I N G T H R U S T B L O C K I N G , I N C L U D I N G B E N D S G R E A T E R T H A N E L E V E N A N D O N E - Q U A R T E R D E G R E E S ( 1 1 . 2 5 ° ) , T E E S , A N D P L U G S , S H A L L B E I N S T A L L E D I N C O N F O R M A N C E W I T H T H E C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G N O . 0 2 6 6 0 - 1 . S E E S H E E T C 6 1 0 . 1 0 . I N L I E U O F C O N C R E T E T H R U S T B L O C K S , T H R U S T R E S T R A I N T M A Y B E P R O V I D E D U T I L I Z I N G M E G A L U G ; U N I - F L A N G E ; M J F I E L D L O K S E R I E S D I ; F I E L D L O K 3 5 0 G A S K E T S F O R P U S H - O N J O I N T S , M A N U F A C T U R E D B Y U S P I P E ; S I G M A O N E L O K S E R I E S S L D , M A N U F A C T U R E D B Y S I G M A C O R P O R A T I O N ; O R A P P R O V E D E Q U A L F O R A L L F I T T I N G S T H A T R E Q U I R E T H R U S T R E S T R A I N T , E X C E P T F O R C U T - I N O R T A P P I N G T E E S ( F O R M A I N S O R S E R V I C E S ) A N D B E N D S O N S E R V I C E L I N E S I N S I D E B U I L D I N G F O U N D A T I O N S , U N L E S S S P E C I F I C A L L Y P R O H I B I T E D B Y T H E C I T Y O F B O Z E M A N . T H E M E C H A N I C A L R E S T R A I N T S S H A L L B E I N S T A L L E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D A T A L L J O I N T S A S S P E C I F I E D B Y T H E E N G I N E E R . 1 1 . D E T E C T A B L E W A R N I N G T A P E S H A L L B E I N S T A L L E D , C E N T E R E D O V E R A L L W A T E R M A I N S , S E R V I C E L I N E S , A N D H Y D R A N T L E A D S . T A P E S H A L L B E I N S T A L L E D A M I N I M U M O F E I G H T E E N I N C H E S ( 1 8 " ) A N D M A X I M U M O F T W E N T Y - F O U R I N C H E S ( 2 4 " ) B E L O W F I N I S H G R A D E . 1 2 . C O N T R A C T O R S H A L L A D J U S T A L L V A L V E B O X E S , C U R B B O X E S , A N D M A N H O L E S T O F I N A L G R A D E U P O N C O M P L E T I O N O F A L L C O N S T R U C T I O N . A N Y B O X E S O R M A N H O L E S D A M A G E D O R O T H E R W I S E D I S T U R B E D B Y T H E C O N T R A C T O R O R S U B C O N T R A C T O R S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . T H I S W O R K W A S I N C I D E N T A L T O T H E P R O J E C T . 1 3 . A L L T R E N C H E S W I T H I N M A I N S T R E E T R I G H T O F W A Y M U S T B E B A C K F I L L E D W I T H F L O W A B L E F I L L P E R D E T A I L 4 O N S H E E T C 6 4 0 . G E N E R A L N O T E S : EAST MAIN STREET FLOWABLE FILL TRENCH BACKFILLTYPE 1 PIPE BEDDING FIRE HYDRANT LEADSTATION 0+50 TO 0+78INSTALL ±34 LF OF6" CLASS 51 DIP AWWA C151 EAST MAIN STREET S E W E R M A I N R E P L A C E M E N T S E E S H E E T C 3 2 0 P R O P E R T Y L I N E ( T Y P . ) 4C640 F L O W B A L E F I L L T R E N C H B A C K F I L L 4 C 6 4 0 1 0 / 1 7 / 2 0 1 8 LINDLEY PARK L I N D L E Y P A R K A P P R O X I M A T E S A W C U T ( T Y P . )