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351 I* WATER SUPPLY INFORMATION ^«�n�=°m'"""
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LOCATION:SOUTH 9TH R COLLEGE,BOZEMAN DATE:10/1/2015
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STATIC PRESSURE: 108 PSI RESIDUAL PRESSURE:105 PSI •a WQa oAds s /COIL a^�M�n
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E BUILDING PITOT PRESSURE:60 PSI WITH 1305 GPM FLOWING 2.5'NDZZLE �LT. 1N7RRD"a
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�(�' STANDARD FIRE SERVICE
b 11u'�YY'i CITY OF BOZEMAN SCALE: LINE INSTALLATION NO, 02660-131
ANDARD DRAWING NONE FOR cuss I,II,k III SYSTEMS CA2003
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NOTE:CLASS 1 SYSTEM FOR BACKFLOW PROTECTION
T MIN
COVER
a FIRE SERVICE INSTALLATION
)'MINAAIM
POLYSTYRENE C}oo CLASS I,II,&III
uWSULATK)N BOARD 1.0'MIN INSIDE WALL
2.0'MAX INSIDE WALL GENERAL NOTE:
CONTRACTOR SHALL USE A FLOW METER OR PRE-CAUBRATED VELOCITY METER TO ENSURE A
MINIMUM VELOCITY OF 10 FT/5 PER NFPA 24 TO MEET FLUSHING REQUIREMENTS FOR THE PRIVATE
m FIRE SERVICE.IF A FLOW METER 15 UTILIZED,THE MINIMUM FLOW RATE 15 AS DEFINED IN THE Z LLI
m
SLEEVE AND SEAL AT FOLLOWING TABLE TO ENSURE THE MINIMUM VELOCITY REQUIREMENT. Q (n O
G FOUNDATION WALL
PENETRATION LLJ N O _
O Z SYSTEM CLASSIFICATION Minimum Veld I a 00 fUs See NFPA 24 m =
6' }
THIS IS A CLASS I BACKFLOW PREVENTION SYSTEM,WITH A DIRECT LL � Q
CONNECTION FROM A PUBLIC WATER MAIN ONLY;NO PUMPS,TANKS,OR Pipe pia. TIT Area a Flow RateIds)(Flow Rate m
RESERVOIRS;NO PHYSICAL CONNECTIONS FROM OTHER WATER
STA:0+48,00 SUPPLIES;NO ANTIFREEZE OR OTHER ADDITIVES OF ANY KIND.ALL 0.6 0001 UO14 I Q O
INSTALL 2'NIBCO T-104-0OS&Y VALVE. SPRINKLER DRAINS DISCHARGING TO THE ATMOSPHERE,DRY WELLS OR 0.75 0003 0.031 14 = O
INSTAL 2'NIBCCT-10 OTHER SAFE OUTLETS.THIS SYSTEM REQUIRES A2'DOUBLECHECK 1 O.00S 0055 ZS O
3 LF 2' }.b VALVE Z
TYPE K FOR CONTINUATION. 15 0 012 D 123 56 C6 w
COPPER PIPE FIRE LINE GENERAL NOTES 2 0,022 0216 90
TYPE K COPPER PIPE
ALL PIPES TO BE CENTERED ON THRUST BLOCKS CONTRACTOR SHALL 3 0049 0491 221 [) `f
_ 900 BE RESPONSIBLE FOR CONSTRUCTING ADEQUATE THRUST BLOCKS IN
➢LF 2' ALL PIPING INSTALLATION.THRUST THRUST BLOCKS NOT REQUIRED ON 2.5'AN
t D 4 0 067 0 973 392 (r}
TYPENCOTME PIPE SMALLERLATERALS. 6 0196 1.963 802 z
CONCRETE THRUST BLOCKING TO BE PLACED AGAINST UNDISTURBED $ 0-345 3491 54 1567
2448 ` ``•`..,01 '
BUILDING BASEMENT FFE: EARTH. 10 0.545 5.454 244$ C�
069A5'
KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. 1Z O'796 /964 3525 : KRIS A
11 IO LF 2-TYPE KCOPPER 0 p:No.IS 86PE:_Wi
FIRE SERVICE SEE FP300 FOR SPRINKLER AND STANDPIPE RISER THAT WILL BE
SUPPLIED BY STEM_ ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER 'l^• s�
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U NLESS NOTED OTHERWISE,CONTRACTOR TO PROVIDE ALL SUPPLYSHALL BE OPERATED BY CRY PERSONNEL ONLY. N ��S i:• '.Y•`•
NECESSARY STREET SAWCUTTING,EXCAVATION,BACKFILL,AND LL ry0NA1111 •`••
SURFACE RESTORATION AS WELL AS ANY OTHER ASSOCIATED COSTS PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH O 08—��—ZOI6
SPECIFICATIONS, I 1�
THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED. o»u I uL RIGHTS RESERVED
ALL MECHANICAL JOINT FITTINGS TO BE RESTRAINED AND THRUST BLOCKED LLI
THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE MEETING THE CITY OF BOZEMAN STANDARDS,MEGALUGS OR OTHER RECORD DRAWINGS
COMPILED FROM AVAILABLE RECORDS AND FIELD SURVEYS THE RESTRAINTS SHALL BE DESIGNED TOMEETMANUFACTURER'S
ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS RECOMMENDATION FOR INSTALLATION. I
OF THESE SHOWN UTILITIES PER THE CT'OF BOZEMAN REOMREMENTS,THE CONTRACTOR SHALL HAVE
ALL WATER MAIN TRENCHING,BEDDING/BACKFILL,TESTING AND THE FIRE SERVICE LINE INSTALLATION INSPECTED AND TESTED PER CURRENT
DISINFECTION SHALL BE PREFORMED TO THE CURRENT CITY OF CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER, 10-- 08,17.2016
BOZEMAN STANDARDS AND THE CURRENT MONTANA PUBLIC WORKS EXMINGUTLITMS•ATTENT10N r REVISIONS DRAWN BY I SAUCIER
STANDARDS. `,
NOTIFY THE CITY OF BOZEMAN(COB)AND THE ENGINEER A MINIMUM OF THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL V
7 DAYS PRIOR TO CONSTRUCTION EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF
THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS.
d69S THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, ALL COSTS RELATED TO CROSSING EXISTING UTILITIES,EXPLORATORY
COUPLINGS,AND SPOOL PIECES TO CONNECT TO EXISTING UTILITIES. YJ/
THESE PLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS EXCAVATION AND OTHER METHODS OF LOCATING EXISTING UTILITIES ARE
FOR MAKING THE CONNECTIONS. INCIDENTAL AND SHALL NOT BE PAID SEPARATELY,BUT SHALL BE MERGED
N WITH APPLICABLE BID ITEMS.NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS O
NOTES; THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET(OUTSIDE CALL AT LEAST WORKING DAYS BEFORE YOU DIG
PIPE WALL TO OUTSIDE PIPE WALL)OF CLEARANCE IS MAY4rAINED ON CALL ATL 555 `••�
v < 1.ALL BENDS AND FITTINGS SHALL BE INSTALLED THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWERISTORM
0+00 O+ZS O+SO WITH COMPRESSION FITTINGS PER CITY OF MAINS ADDITIONALLY,THE CONTRACTOR MUST ALSO ENSURETHAT1fl A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN 2"FIRE SERVICE
NOTE TO CONTRACTOR- BOZEMAN REQUIREMENTS INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND
CALL TOCO"004 CONTRACTOR
STATION SEWER/STORM MAINS THAT CROSS EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE-CALL p PLAN AND
NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND
DAYS PRIOR TO ANY EXCAVATION TO O 2.5 5' 10 LOCATIONS OF FITTINGS,BENDS,VALVES AND OTHER APPURTENANCES FACILITIES;OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND LL PROFILE
HAVE ALL EXISTING UTILITIES 2 2��FIRE SERVICE AREAPPROXIMATE CARE SHALL BETAKEN TO AVOID PLACING VALVES SUBSEQUENT DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, O
LOCATED. SONIMENT'
C Y70 PROFILE VIEW SCALE:1'«5 IN GUTTERS PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES NOTITATES THAT OSHA MAY BE
FIED OF ANY ACCIDEOR NT CAUSED BY ANSEXCAVATOR /\/'�'-'/•j�
VERTICAL SCALE:1••f z V J 0
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