HomeMy WebLinkAboutGibson Guitar Fire Service Line r' _N UNDERGROUND LEGEND
' z UNDERGROUND NOTES TSYMBOL DESCRIPTION
i 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH OSRY VALVE
EXISTING 12'CIRCULATING MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION. RISER
WATER MAIN (1996 WITH ADDENDUM/1 JUNE 1998);CITY OF BOZEMAN MODIFICATIONS NEW UNDORGROUND FIRE LINE
6'-6'MIN COVER TO MPW(MAY 1997 LWTH ADDENDUM�1 FEB 19K ADDENDUM/2 MARCH 2O00 EXISTING UNDERGROUND FIRE SERVICE/WATER MAIN
i AND ADDENDUM 11 MAY 2001}AND THE CITY OF BOZEMAN FIRE SERVICE TAPPING SLEEVE
_ LINE STANDARD(APRIL 1997) ♦ THRUST BLOM
2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND OF CUT IN FIELD
PIPING`IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN LION UNLESS OTHERWISE NOTED
PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE UNE. TOE THREAD ONE END
TBE THREAD BOTH 3) NO CONNECTION I4 TO BE MADE BETWEEN T E U INTERIOR FIRE SPRINKLER GOE GROOVE ONE END S
PIPING AND THE 1'053Y VALVE,UNTIL THE UNDERGROUND w PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. GBE GROOVE BOTH ENDS
T8G THREAD k OROOW
x •❑ I ,}T 4) INTERIOR FIRE SPRINKLER SYSTEM SHALL BE PROVIDED. OSRY IN OUTSIDE STEM t YOKE
BY FIRE SP OR I 5) NEW 4'FIRE SERVICE UNE SHALL BE CHLORINATED,PRESSURE TESTED ON
DOWN
NTH
® CONTRACTOR +
BY U-Ty T AND PASS BACTERIOLOGICAL TESTING AS PER MOW AND CITY OF BOZEMAN
I �® REOUHREMENTS.NEW 4•FIRE SERVICE UNE SHALL BE INSTALLED WITH NO FG FINAL GRADE
® LESS COVER MAN THAT OVER THE EXISTING WATER MAIN AND EVERY AFF ABOVE FINISHED FLOOR
fi EMT SHOULD OVER.BE MADE TO OBTAIN THE MINIMUM REQUIREMENT OF
Aaa LEGEND
8'X8'DUSTPROOF ENCLOSURE(BY OWNER) Ci SERVIC FIRE
CE BY UNDERGROUND I 6) APPLICATIONS FOR THE FEW WATER SERVICE SHALL BE MADE AT CITY -$FLANGED OS&Y VALVE
G I B S O N GUITARIR
I OFFICES(IS N.ROUSE)RIOT TO START OF CCNS1WRITTEN
APPROVAL
NEW THRUST BLOCKING BMgE m a>MFrass oe nrAMsrF,
I SEE,/D, RISER LEGEND •�m H�ravmra rm�� DOUBLE CHECK VALVE
1) NO WORK IS TO BEGIN PRIOR TO RECEIVING NTITTEN APPROVAL BY THE ('Y°"'t fO""LL�"mrelawTorsl $MIN, REQUIREMENT)
- (D KENNEDY 168 OSkY CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING q•OR LARGER CLASS 5.1 7 AS INDICATED ON
___________ ____________________-_ CONDUCTED BY THE ENGINEER, DUCTILE IRON PIPE(T1P) pp
u- ® 4'DOUBLE CHECK VALVE ASSEMBLY-FM 85O FLOOR mrmsm NaaA 11aR p APPROVED PLAN(S)
SAW CUT 4'X4'OPENING IN EXTERIOR 8) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE UNE TO ENGINEER. '
WALL TO ALLOW ACCESS TO WORK I ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN,
SPACE AND FOR REMOVAL OF < MECHANICAL 3/4•MIN.Nadi Rod, INSTALLED IN
EXCAVATION 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. MAIN
JOINT HALF OF THE AVAILABLE M.J.
91 BOLT HOLES(TYPICAL)
TAP IN WATER MAIN BY CITY OF BOZEMAN. 10) FIRE SERVICE UNE WILL NOT BE TURNED ON UNTIL INSTALLATION 90'BEND MTTVN THRUST BLOCK
2'-8'MIN CLEARANCE (AT OWNER'S EXPENSE) I OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE.
2'-B MIN OUTSIDE 12•Xe TAPPING SLEEVE H-615 AND 4'MUELLER 3 NEW FIRE RISER DETAIL
FROMTAPPING VALVE ARE TO BE FURNISHED AND - - 11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS
WALL-ALL DIRECTIONS INSTALLED BY CONTRACTOR NTH CITY OF BOZEMAN MAKING C1 NO SCALE PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM.
FOR NEW CLASS ONE SPRINKLER SYSTEM ) CITY OF BOZEMAN REQUREMENTS FOR INSTALLATION OF
TAP DOUBLE CHECK VALVE ASSEMBLY
SEE DETAIL 3 C1 O�NSTAEL VALVE AT
/ 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL TIME.
PPE TO BE APPROXNIATLLY 2'-8' PROPERTY UNE(IYRIGL
(CENTERED BETWEEN CONVEYOR RAMS) FOR ALL RISER CONFIGURATIONS) 1. The FIRST titling inside of the building stall be a UL listen flanged
FFF'''��� Kennedy or Mueller OS@Y Wwe the some sae as the fro sarvke line.
�/ 1. All Double Check Vowe Assembliss ehelt be:
ar
WE PLAN - UNDERGROUND L/Xa a,or FM listed,
Souther,
A' operotican-&;in e Pr,,LT.1 position(ulicRCaliforniah-Itkal or horizontal)CHI)far on
PROVIDE FLEXIBLE, Cmss Connection Control and Hof Ile Rea«rcn Foundation
o ndati f
WAT
ECTION
tF FOR ALL WALLCORNFLOOR c? InstallW nos shed on the approved plane,
an n
PIPE PENETRATIONS. 3. A Glow detection devke hell he Installed immstiotellyy folio
ring the
104 Double Check Valve Assembly(okrm ch«k vows,Row nsor/aI mr,
meter,atc.))n shown on the approved plena.Paddle-type flew oIa not
pe,nlRad dry systems.
DRILL HOLE 6'DEEP N 4. A Double Dst«tor Check Vawe Assemblybe used with a standard
RISER TO BE 2'-8•t EXISTING CONCRETE FOR 6'_0• Y mac MIA[ City of Bozeman meter, The meta,I the DoubleDetector Ch«k
102 INSIDE FOUNDATION WALL 1'-0'OF N'REBAR AT 1 W RDOR FLU oop nm Y
Vawe aholl nave a Double Cn«k vat A o th Doubles et an Chet
16'ON CENTER AROUND the some Installation antedo speefise above in e,,I,,msnt number Iwo.
o PERIMETER OF AREA 5. Horizontal Installations must be a minimum of 2'obo.'e the finished
GRADE
100 �-FINISHEDi TOP OF FINISHED FLOOR TO BEPATCHED NEW 4'RISER MEJOI CAL 6. The ITT.senrke Hear must be o um of 2'from any outside wall,
i EXISTING EXTERIOR WALL and n minimum of V from any interiornae.
7. The I«omir,g fire sevke line shall be o minimum 6.5'.and a mav-
I { Imum of 7.S'Ins-the finished grade.
98
90' BEND VATH 8. An Rro service isms nppurtenances snarl nave a minimum pressure
THRUST BLOCK rating or 75 PSI.
96 i SAWCUT CONCRETE FLOOR 9( . All asry nro 'Ce lines s'and larger anall be class 11 Ductile Iron Tips,
i to both meO Line ,ng The Double
Ch«k(c'1;m;Dlyde outg be,
in9 Pa inidia size
meter
94 1•DUCTILE RR(XNN ( coming ppe dmmeler an h,
(downelreom) Fo,e.amde,0 4'r serums use snoula nave o a'
Double Cn«k Valve Mee Wy.
________________________________________ 3 F�1'MIN. 2' MAX.
J �• � oIe,
92
a°�a,. R�Ipn �... a� w
2'MIN.CLEARANCE zvAwz.(vFveveml a.�.re.s,. -.
ABOVE FINISHED FLOOR 90
a
88 _ PLAN 2'-B•APPROX
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 STANDARD FIRE SERVICE NO. 02719-3
DRILL HOE s'DEEP IN CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised
EXISTING CONCRETE FOR STANDARD DRAWING NONE FOR CUSS I, M, & III SYSTEMS
Jan. 2000
NOTE:BE ADVISED THAT IF LESS THAN 6VJ FEET 11F CORER OVER THE SERVICE LINE IS OBTAINABLE,THE LINE WILL HAW TO BE INSULATED. 1'-0•OF Y.'REBATE AT
16'ON CENTER AROUND
PERIMETER OF AREA
FATE LINE_PRORLE TO BE PATCHED 2 4V'ALL 7HREAD RODS
q EPDXY R®AR TO NEW CONgiEIE
C1 NO SCALE EXSTNG pATOI NUTS t WASHERS.TO M.J. -EXISDNG NEW SEEDED GRASS
QBDW - GRASS SURFACE MAINTENANCE BY 0111,ER
10•SLEEVE THRU
EXISTING FLOOD,FILL W/
CONCRETE SWIONE MASTIC.
BOIL
IAN 6'-6•OF
_ COMPACT TO 95% COVER BOEVE LLAAW�TRENCH AS RE-CORD DOCUMENM
CONCRETE BEARING AREA-NFPA 24 RELATIVE DENSITY THESE WOORD DOCUMENTS HALE Maw IKFAFED GAST
ALL EXTERIOR MATERIALS TO UNDER PAVEMENT ox—A-Pao-trcn ar ones rRArlaTa rtae
PPE SIP BEND 45'BEND TEES,PLUGS,CAPS,
BE MASTIC COALED TO lessor,we As MOT vcmrrn THE AcaAeACY
SIZE SO.FT. SQ.FT. R HYDRANTS
PROTECT FROM CORROSION DwPtETwEss CIF lies eaaaMAnov rho sHr
ALSPf1158E Em,Arc oetrn D6 o®a6 r
oo wcm+mAlm Iglipl
IN. SQ.FT. - O� ,.BOO .. ,-
�O°
4 2 2 2 • 4'UNDERGROUND
12 18 10 13 '' BACKFlLL k CONSOLIDATE $ o p$°°a o%o-Oo-
�^ 12•
TO¢OF PPE WITH SAND. eo oo'I ao�° °�6Oo. FIRE LINE SIZE AS NOTED
`\ ON PLANS.
SEE TABLE AT LEFT MIN.6•SAND
FOR REQUIRED CORE DRILL UNOERLAYMEXT.
BEARING AREA
EXI n THRUST BLOCKING DETAIL SOIL
,D'FOUNDATION WALL �1 NEW FIRE LINE SECTION
C1 NO SCALE / Ci NO SCALE
COIPACIEDJ
FILL
NOTICE APPROVALS & COORDINATION
-- - TOP OF FOOTING REVISIONS of
T.Ynt algMflzwnox CurtAn wpla •Y-10'BELOW Z B
n 6 THE ow.aRs KESPaNstun -r1Tq 7HARUSf BOIX I FINISHED FLOOR LO N rwz DATE DcsdaPTwl
To moMOL AOEwATE HEAT STpp/rti�nykl1er 1 10-1O-DI REVISED
PSEVErIr FHEEaIa Tlq(IllplglT IO r `echnolc y
wET Iir>E saelrwUTt srSlul As. +a7GC11V1'�
AAEAs /JIB w fJIQOAAas 1 P.E. W_9 a7G IIVL� `Jd'7� �Va�� De►7,n, Mc.
Foa°"'PwE AND oTtaR TvvEs SYSTEM TYPE �pL'AL��FLOOR Tp ATy���
1-T caNmaam wAtETe n FIRE SERVICE PENETRATION 15 South Tracy #14. Bozeman. MT' 59715
suwucs*o SPlhwuen snrzMs. y rlEt h. 406-582-1936 fax. 406-585-8332
C1 NO SCALE P
DRf