HomeMy WebLinkAboutBozeman Deaconess MOB5 Fire Line a
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/ •-$FLANGED OS&Y VALVE HYDRANT#: 1041,819 LOCATION: OLD HIGHLAND BLVD. O Q/ w)st rADAFT a1 surorw[ BY: CITY OF BOZEMAN WATER DEPT. DATE' 12/17/2013 w
Y.I.ro RAATI XlWi0d5 k0'1CCE➢fABtE DOUBLE CHECK VALVE
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/ Q - MIN- REQUIREMENT) STATIC PRESSURE: 82 PSI RESIDUAL PRESSURE: 80 PSI O
4" OR LARGER CLASS Sl AS INDICATED ON PPrOT PRESSURE: 72 PSI WITH 1425 GPM FLOWING W
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R PLAN(S)
�-----�---T----- ��----- - -- '. ,...,: .•. APPROVED
/ -v=/-� ,. -"--- �y= • �-aeF°A - - MECHANICAL 3/4'MIN, ROQi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. SYSTEM CLASSIFICATION LA
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JOINT BOLT HOLES (TYPICAL)- 5/8'RODS ACCEPTABLE FOR 4' LINES
< THIS IS A CLASS I BACKFLOW PREVENTION SYSTEM,WITH A DIRECT
1 I I �N CONNECTION FROM A PUBLIC WATER MAIN ONLY;NO PUMPS,TANKS,OR
0I'� �? 90' KENO WITH THRUST BLOCK RESERVOIRS;NO PHYSICAL CONNECTIONS FROM OTHER WATER
SUP„„.�„„ ° / I I _• SPRINKLER DRAINS DISCHARGING TO THE ATMOSPHERE,DRY WELLS OR
c R ° "/� Y
IES;NO ANTIFREEZE OR OTHER ADDITIVES OF ANY KIND;ALL
L
— - -" T}{�U$7 SAFE OUTLETS THIS SYSTEM REQUIRES A 4 DOUBLE CHECK
BLOCK QVALVE SA 1
o to; ol TAPPING TEE &VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATON OF FLUSHING REQUIREMENTS J
+ bar i DOUBLE CHECK VALVE ASSEMBLY
i OR INSTALL VALVE ATW
0,)0 k9 0+50 - - - -/L- - - - - PROPERTY LINE(,r rn..v_ t. The FIRST fitting inside of In building shall be a uL feted flanged _I
i 9 ld"W 9 880 GPM IS REQUIRED FOR FLUSHING.FLUSHING AND PRESSURE
,•I ' �0 FOR ALL RISER CONFIGURATIONS) Arnow can Flow Control.Kenney or Mueller OSBY valve the same w T
b 9p1 , sae ae Ln fire service Ime. TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. 1
b k�06 FIRE LINE GENERAL NOTES V)AA 2. Double Check Val Assemblies shod be: O
UL or FM fisted.
�) ° .'li 3� °I / b. Approved by the uruvereily of Southern California Foundation for ALL PIPES TO BE CENTERED ON THRUST BLOCKS.CONTRACTOR SHALL '^
_ PROVIDE FLEXIBLE, Cross Connection Control and Hydeaulic Research (USCFCCCHR)for BE RESPONSIBLE FOR CONSTRUCTING ADEQUATE THRUST IN ALL ' ` L /
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PIPING INSTALLATION.THRUST BLOCKS NOT REQUIRED ON 2.5"AND
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WATER-TIGHT CONNECTION ra eronz s opera0on m the proposed position (vertical or nadzontoQ as shown
„ i • °° A� FOR ALL WALL OR FLOOR on oppraved plan. SMALLER LATERALS.
c stalled oa ahown on the approved Dlons-
.- 1 PIPE PENETRATIONS.
/ CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED O 5
! P 3. A flow detection device shall be installed immediately following the EARTH. Uj
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Double Check VOMe Amgmbly(alarm check voles, flaw smear/aWrrn, 0
mete, eta)as ahown on the Opp—
pan.Paddle-type flow KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES.
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alarms not itteo on d stems. J
� `� perm ry sy Z
{" SEE FP300 FOR SPRINKLER AND STANDPIPE RISER THAT WILL BE
I'1�L Y NR IR2 1, A it,,of Detector Chock Valve Assembly I may be user!e D t etorMorO 1
i
'� nraam moor FLOOR SUPPLIED BY STEM � J
� City of Bozeman meter. The meter loop of the Double Detector
/ ^I a -a Chxk Valve shod how a Double Check Valve Assembly installed ehiC
' --- movie the some instaaation cntena specified oboes in requirement PIPE SHALL BE INSTALLED PER DETAIL 9/C400
i
_ number two. LU
MECHANICAL 5. Honzontal installation.moat M a minimum of 2' aims than finished UNLESS NOTED OTHERWISE,CONTRACTOR TO ANDPROVIDESURFACE
,;DINT floor. STREET SAWCUTTING,EXCAVATION,BACKFILL,AND SURFACE RESTORATION ^ A
0 6. The lee service riser must M a minimum of 2' Neo•from any AS WELL AS ANY OTHER ASSOCIATED COSTS. L.L h V
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outside well, and a minimum o/ 1'cbor Irani any i nteria .all. THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED. O
1 i 7. The incomin fire service tine eI.11 be o minimum 6.8', and a max-
' 9 ���1ff''►►
�`• THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILED ry1 O
I.n
a � 90' BEND WITH - mum of 7 5'bear the finiaheo grad.. FROM AVAILABLE RECORDS AND FIELD SURVEYS.THE ENGINEER DOES NOT LLI
THRUST BLOCK Q. All Ere service fine appurtenances shall have a minimum preeeufe GUARANTEE THE ACCURACY NOR COMPLETENESS OF THESE SHOWN UTILITIES
/\ rating of 175 PSI,
9. NI fire service lines 4"and forger shall be Clogs 51 Ductile Iron Pip°, ALL WATER MAIN TRENCHING,BEDDING/BACKFILL,TESTING AND DISINFECTION
0 10, 20' 40' SHALL BE PREFORMED TO THE CURRENT CITY OF BOZEMAN STANDARDS AND
FIRE LINE 10. Lin sizing: The Double Check Val Assembly shall be equal size THE CURRENT MONTANA PUBLIC WORKS STANDARDS.
Fto the outgoing pips diameter(downstream).
C304 PLAN VIEW SCALE:1"=20' 1. 1RN 2• MAX NOTIFY THE CITY OF BOZEMAN(COB)AND THE ENGINEER A MINIMUM OF 7 DAYS
_ �- PRIOR TO CONSTRUCTION.
r�-1 THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS,COUPLINGS,AND
\I 4✓<h SPOOL PIECES TO CONNECT NEW UTILITIES TO EXISTING UTILITIES.THESE
Or -=__ PLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS FOR MAKING THE
a 2' MIN., 3• MAX CLEARANCE CONNECTIONS.
-=jw
eu ABOVE FINISHED FLOOR THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET(OUTSIDE PIPE
U O sireoaesi - WALL TO OUTSIDE PIPE WALL)OF CLEARANCE IS MAINTAINED ON THE I1
O LL w HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER/STORM MAINS. Q `J
ADDITIONALLY,THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF 7
VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWERISTORM L
493 0 ~ 930 • MAINS THAT CROSS. O
Z r 2 STANDARD FIRE SERVICE LOCATIONS OF FITTINGS,BENDS,VALVES AND OTHER APPURTENANCES ARE
z ° Me >w CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-1 3 APPROXIMATE.CARE SHALL BE TAKEN TO AVOID PLACING VALVES IN GUTTERS.
[0 � m z PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES.
Lao M Z o Zz mom° STANDARD DRAWING NONE DEC 2003
FOR CLASS I, II, do III SYSTEMS W
U °z k + a io < ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER
�� REV: JAN 2008
X o m z z a J m O Q= SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. Q
¢ ¢a v m w <N z w ZO PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH
Q NUo J Q m- a_mQ �� FIRE LINE SERVICE LINE SPECIFICATIONS.
m
o V N o m M 3 y ui o 0 4 w ? ALL MECHANICAL JOINT FITTINGS TO BE THRUST BLOCKED MEETING THE CITY
C304 COB#02660-13 SCALE:NONE
492 3 o w l F +w a m rn 6 m Y iv 920 OF BOZEMAN STANDARDS.MEGALUGS OR OTHER RESTRAINTS SHALL BE
z J F O j N o+ O Z�x ,n 3 rn id 0 0 m 2.0' IN OUTSIDE WAL DESIGNED TO MEET MANUFACTURER'S RECOMMENDATION FOR INSTALLATION.
pa wQ a�U ZO =� aF30 zZ=a Fw Vim$ +lea 1. MIN INSIDE WALL
M m u 0 Z o ai" > ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYWRAP. COPYRIGHT 2015
w - -�~ w a CTA INC.
r m3 y ro F w Q�3a oZia F > 2.0'MAX
Ell y E w F z 0 Z J r w ¢3 W. PER THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY
G w- O¢ O y Z w BUILDING FFE: REQUIREMENTS,THE CONTRACTOR SHALL HAVE THE WATER MAIN
D F a) O INSTALLATION INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND ALL RIGHTS RESERVED
EXISTIN ~ CERTIFIED BY A LICENSED ENGINEER. DRAWN BY: EJV
0 GRADE EXISTING UTILITIES-ATTENTION
CHECKED BY: KAD
DATE: 10.27.2015
------ --- -- ------ - - THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL CTA# BDHOSP MOB5
491 10"SCH.40 GALV.STEEL SLEEVE 910 EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF
THRU FLOORS L ANNULAR SPACE THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS.
�-
6,'MI WITH WATERPROOF MASTIC.
rn 5 ALL COSTS RELATED TO CROSSING EXISTING UTILITIES,EXPLORATORY
3 EXCAVATION AND OTHER METHODS OF LOCATING EXISTING UTILITIES ARE
INCIDENTAL AND SHALL NOT BE PAID SEPARATELY,BUT SHALL BE MERGED
WITH APPLICABLE BID ITEMS.NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS.
M FINISH E 16 LF 6"CLASS 51 .I.WATER MAIN.
N GRADE 1B" 3/4"MIN.REDI RO ,INSTALLED IN EV RY OT ER CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG
o MIN TABLE 1-800-424-5555
j FOR 4"LINES.
A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN
'> 0.3%SLO EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE-CALL
j490 900 NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND
u1 31 LF "CLASS 51 6"90"BEND FITING FACILITIES;OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND
Q D.I.WATER MAIN WITH THRUST 3LOCK SUBSEQUENT DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE,
IMPRISONMENT,OR BOTH.THE LAW ALSO STATES THAT OSHA MAY BE
j 21 LF 6"C SS 51 25 LF 6'CLASS 51 50 LF 6"CLASS 51 NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. .
D.I.WATE Z MAIN D.I.WATER MAIN
M D.I.W TER MAIN
N 4895 4895 NOTE
m
in n o o HOSPITAL CURRENTLY HAS 2 WATER SERVICE LINES INTO THE FACILITY.ONE
OF THE WATER SERVICE LINES,LOCATED BY MOB 1,MAY BE TURNED OFF
02 c c mo WITHOUT ADVERSELY IMPACTING THE FACILITY.WATER MAIN CONTRACTOR
m < y v y SHALL COORDINATE WITH THE GENERAL CONTRACTOR,THE CITY OF BOZEMAN
AND THE BOZEMAN HOSPITAL STAFF PRIOR TO SHUTTING DOWN THE WATER
= 0+00 1+00 2+00 MAIN.
I
E STATION
a FIRE
N PLAN&
V
PROFILE
2 FIRE LINE NOTE TO CONTRACTOR-
o C304 HORIZONTAL SCALE:1"=20' CALL 1-800-424-5555 TWO WORKING
PROFILE VIEW VERTICALSCALE:1'=5' DAYS PRIOR TO ANY EXCAVATION TO SHEET
HAVE ALL EXISTING UTILITIES C 3 04
LOCATED.
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