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HomeMy WebLinkAboutC6.1 Fire Service Line 04-23-2020SSSSSSSSSSWWWWWW WSS S D 0+00 0+50 1+0 0 1 + 3 2 10.00'PUE 4854.0 4854.04855.055.5 5 5 . 5 55.048404845485048554860 4 8 4 0 4 8 4 5 4 8 5 0 4 8 5 5 4 8 6 0 FG-EG--0+05 FG-4854.60EG-4854.600+00 FG-4854.69EG-4854.690+20 FG-4854.89EG-4854.890+40 FG-4854.34 EG-4854.340 + 6 0 FG-4854.03 EG-4854.030 + 8 0 FG-4853.89 EG-4853.891 + 0 0 FG-4852.53 EG-4852.531 + 2 0 FG- EG-1 + 4 0 MIN 6.5' COVER(TYP.) © 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 2 0 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\6534\001 - Site V\ACAD\Sheets\C6.0 Fire Service Line.dwg Plotted by celine saucier on Apr/17/2020 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 6 5 3 4 . 0 0 1 C 6 . 1 B O Z E M A N M O N T A N A C M S J A U J A U 4 / 2 0 2 0 2 9 5 2 T E C H N O L O G Y B L V D . W E S T B O Z E M A N G A T E W A Y P U D S I T E V F I R E S E R V I C E A N D D O M E S T I C W A T E R S E R V I C E P L A N P R O P O S E D B U I L D I N G F F E : 4 8 5 5 . 9 0 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 " = 1 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 " = 2 0 ' 1 1 x 1 7 V E R T I C A L S C A L E : 1 " = 4 ' 1 1 x 1 7 H O R I Z O N T A L S C A L E : 1 " = 2 0 ' G R A P H I C S C A L E 0 ( I N F E E T ) 5 1 0 5 1 0 1 I N C H = 1 0 F T N O T E S T A T I O N I N G F O L L O W S C E N T E R L I N E O F P R O P O S E D F I R E S E R V I C E L I N E . C E N T E R L I N E O F 1 - 1 / 2 " D O M E S T I C W A T E R I S O F F S E T 2 . 0 ' ( C E N T E R T O C E N T E R ) T O T H E S O U T H O F T H E F I R E S E R V I C E L I N E . I N S T A L L B O T H U T I L I T I E S I N T H E S A M E T R E N C H . I T E M N O . D E S C R I P T I O N E S T I M A T E D Q U A N T I T Y U N I T F I R E S E R V I C E Q U A N T I T Y S C H E D U L E 1 0 3 6 " C L A S S 5 1 D I P A W W A C 1 5 1 F I R E S E R V I C E 1 3 6 L F 1 0 1 2 E A 1 0 5 6 " G A T E V A L V E F L X M L 1 E A 6 " O S & Y F L x F L V A L V E & A S S E M B L Y 1 E A A L L E S T I M A T E D Q U A N T I T I E S A R E A P P R O X I M A T E A N D A R E T O B E U S E D O N L Y A S A B A S I S F O R E S T I M A T I N G T H E P R O B A B L E C O S T O F T H E W O R K A N D F O R T H E P U R P O S E O F C O M P A R I N G B I D S S U B M I T T E D F O R T H E W O R K . T H E A C T U A L A M O U N T O F W O R K D O N E A N D M A T E R I A L S F U R N I S H E D U N D E R U N I T P R I C E I T E M S M A Y D I F F E R F R O M T H E E S T I M A T E D Q U A N T I T I E S . 1 0 4 8 " x 6 " T A P P I N G T E E 1 E A 1 0 2 6 " 9 0 ° B E N D F I R E S E R V I C E L I N E 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 S T A T I O N - 0 + 0 5 T O 1 + 4 0 . 0 0 , I N S T A L L ± 1 3 6 L F O F 6 " C L A S S 5 1 D I P A W W A C 1 5 1 EXISTING GROUNDSURFACE (TYP)PROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP) 0 2 6 6 0 - 1 3 - F O R O S & Y V A L V E I N S T A L L A T I O N S E E D E T A I L F I N I S H E D F L O O R E L E V A T I O N = 4 8 5 5 . 9 0 B O T T O M O F F L A N G E E L E V A T I O N = 4 8 5 7 . 4 CAP EXISTING 1"SERVICE AND INSTALL1.5" WATER SERVICE EXISTING SANITARYSEWER 4 ' - 8 " L A Y L E N G T H F O R 1 - 1 / 2 " D O M E S T I C P I P E S E E C . O . B . S T D D E T A I L 0 2 6 6 0 - 1 2 A P R O P O S E D 1 . 5 " W A T E R S E R V I C E P R O P O S E D 6 " F I R E S E R V I C E P R O P O S E D 4 " S E W E R S E R V I C E STA 0+00+00CONNECT TO EXISTING 8" D.I. WATER MAIN W/ TAPPINGTEE INSTALL THRUST BLOCK AND NEW 6" GATE VALVEAPPROX. 6" INV = 4847.49EXISTING 8"WATER MAIN STA 52.67 6" 90° BEND T.O.P. EL. = 4848.04 STA 52.67 6" 90° BEND T.O.P. EL. = 4848.04 S T A 1 + 3 5 . 4 9 6 " 9 0 ° V E R T I C A L B E N D T . O . P . = E L . 4 8 4 8 . 0 4 P R O P O S E D D R Y U T I L I T I E S STA 0+10.53EXISTING 8" SANITARYSEWER CROSSINGAPPROX. INV = 4844.00