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HomeMy WebLinkAboutStoneridge Center Building D Fire Line Plan UNDERGROUND NOTES UNDERGROUND LEGEND SYMBOL DESCRIPTION 1) ALL UNDERGROUND PPE IS TO BE INSTALLED IN ACCORDANCE WITH SY VALVE MONTANA PUSUC WORKS STANDARD SPEgBCATKINS,FOURTH EDITION, (19%NTH ADDENDUM 11 JUNE 1998}CITY OF BOZEMAN MODIFICATIONS NEW UNDERGROUND FIRE NNE tt 'I TO MPW(MAY 1997 NTH ADDENDUM fl FEB 19K ADDENDUM 12 MARCH 2000 -'- EXISTING UNDERGROUND FINE SERVICE/WATER MAW BLDG. 'D' \ AND ADDENDUM 13 )AND CITY OF BOZEMAN FIRE SERVICE TAPPING SLEEVE - THRUST BLOCKNG NNE STANDARD APRIL RIL 1997 1997 t� 2) -CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND OF CUT IN FIELD PIPING'IS TO E COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN Ul UNLESS OTHERDSE NOTED 1 ' CQR PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVILE LINE TOE THREAD ONE END M TBE THREAD B01H ENDS ® AWN CLEARANCE b 3) NO CONNECTION IS PIPING D THE 44-TO BE MADE OSkY VALVE,UNTIL T THE INTERIORHE OUUN FIREDERGROUND SPRINKLER DOE GROOVE ONE END T FROM ANY OUTSIDE �+ GEE GROOVE BOTH ENDS WAL�-ALL DIRECTIONS PORTION O THE SYSTEM HAS BEEN ACCEPTED BY THE CITY O BOZEMAN. T&G THREAD 8 GROOVE /- FOR NEW LASS ONE C' 4) INTERIOR FIRE SPRIMIDR SYSTEM SHALL BE FRONDED. OStY OUTSIDE STEM t YOKE ISIIRIwe SYSTEM w NTH • EEE DEINL B/Ct 5) NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED ON DOWN AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF DOZ04AN FG FINAL GRADE ® REQUIREMENTS.NEW 4'FIRE SERVICE LINE SHALL BE INSTALLED NTH NO LESS COVER THAN THAT OVER THE EXISTING WATER MAN AND EVERY AFF ABOVE FINISHED FLOOR NEW 4'FIRE I RGROUND I' I ATTEMPT SHOULD BE MADE 7D OBTAIN THE MINIMUM REQUIREMENT OF REPLACE ASPHALT k SDEWALX CONTRACTOR (LJ J 6'-6.OF COVER. SERVICE BY UNDE TO MATCH EXISTN6 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY SEE EXISTING 8'CIRCULATING r'1 2/0I - OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION. WATER MAN 6'-6'MIN COVER t --- 7) NO WORT(IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE i LCITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING CONDUCTED BY THE ENGINEER. 8) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE LINE TO ENGINEER. E W B ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN. TAP IN WATER MAIN BY CITY OF NEW THRUST BOZEMAN.(AT OWNER'S EXPENSE) 17'-4� 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI, BLOCKING SE 8'X47 MUELLER H-615 TAPPING i /= e, SLEEVE AND 4•MUELLER TAPPING 10) FIRE SERVICE LINE VALE NOT BE TURNED ON UNTIL INSTALLATION 1/C1 VALVE ARE TO BE FURNISHED AND OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE. n !� INSTALLED BY CONTRACTOR MM n CITY OF BOZEMAN MAKING TM. _ 11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM). 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL TIME. B ENLARG®PLAN SO SffE PLAN— UNDEM"D C7 7•=3p'_p• lsaY mows Ar,wao eElwaR rser oMw sax rw ��immawlazs a art era roam LEGEND emum a�warcly wc°�"ws��m azw. awns/ne<nt>oc v thaw Aesear -E FLANGED OS&Y VALVE rweso m s Tlewunan a srArwwc Ire-m n e.nslaes xm re�onc DOUBLE CHECK VALVE r.lAefw car,cntlora) MIN.REQUIREMENT) 4'OR LARGER CLASS 51 AS INDICATED ON 104 NEW HOT PATCH EXISTING ASPHALT RISER LEGEND DUCTILE IRON PIPE(TYP.) �UU LED-,awc �gp�D PLAN(S) TO MATCH EXISTING. 102 ® 4 KENNEDY 168 OS&Y i MECNIANICAL 3/4•MIN.rR"Rod,INSTALLED IN ® NOT USED V1 JOINT HALF OF THE AVNIABLE M.J. FINISHED GRADE i 1 MyN ROLE MOLES(TYPICAL) 100 - ' © DOUBLE CHECK VALVE ASSEMBLY-FEBCO 850 cj ppa,,,� -Y\ MIN 6'-6'OF 4 \ 9Q BEND WITH THRUST BLOCK OUYflt ABOVE LAYBACK TRENCH AS GROOVED a" 2 - RISER TO BE 2'-0'YININUM TOP OF PIPE ( ) COMPACT TO 95S INSIDE FOUNDATION WALL RELATIVE DENSITY REQUIRED TAPPING TEE h7VALVE.98 j f UNDER PAVEMENTCRY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF 3�+ I DOUBLE CHECK VALVE ASSEMBLY CRAWL SPACE FLOOR PROPERTY UNE OR INSTALL VALVE AT (�� 96 FOR ALL RISER CONFIGURATIONS) K The FIRST fitting'was z the DuiYlnh shall t e UL r ea,Linea 0Oo o O� O ae Kanneay or Mueller OSkY calve the name size as the fire service line. 0 n op& r"onD 2. AlI Double UL or FCheck M listed. Assemblies shall lK' 94 ' ) BAgOILL k(XNSgJDATE ee$e°o° o°�M zb0°w000 ,T T e. Appravea by the Unlrerwty o/Swrtnem carfo�io FoumbDon rs v _--___4 ��Ili_______� �Q B U^O O O� �' i�p Croas Connection Control and nc Research USCFCCCHR)for T-- TO OF PPE NTH SAND. O�'be °eo�e ° $O ® _ PROVIDE FILE%ISLE, J FIRE LINE SIZE AS NOTED a' operation I.the proposed position(vert ca or horizontal)as eno.n on UU PLANS / ® WATER-TIGHT CONNECTION . Installed edplans.a, FOR ALLIBLOCK OOR Inetalba oe mown on the approves plane. 92 MIN.6'SAND VALVE SIZES TO BE PIPE PE 8%a I {jr LNDERAYMENT. TERMED BY FUTURE Double Check valve Assembly(,lam check hemflow /lartn. 7 J. A tbw detection aer.ce shall be installed immediate lolbwirq ins < Y HYDRAULIC CALCUAMS meter.etc.) s shown on the approved plan,.Paddle-type flow olorms not 90 Y' �1 NEW FIRE LINE SECTION 4.meteda dry eyor Ch 4. A DBoze Detector Check Valve Aloap of may be uses with a standard C1 NO SCALE sac F City of Bozeman meter. me meter Iaap or the Double Detects Cineck eeb; then shall nave a Doubb is Check VaM Assembly e,Wrenn wnicn meets 88 "Y i 5. Hohe rizontalainetanat'ior.must be minim..of 2roaDove the ent finiwwd 0 10 20 30 40 50 60 70 80 90 100 1 floor. I rvice riser mm+mu JOINT8. The firs ee mutt De a m of 2'from any outside wall, N BY FIRE SPRIWLER and o mlamum of V from any interior wall. i I CONTRACTOR 7. The i m'9 fire ser im line shall be o minimum 6.5'.and a maz- + ® ❑a - Imum of 7.5'bebe the fiwened erode. CONCRETE BEARING AREA-NFPA 24 BY UTIUttD WITH - minimapp� pp�pMI. CONTRACTOR & Au firo line aPPurtenorces shall nave a m pressure1 lf7G LINE rf1M1J1--ILO PIPE 90'BEND 4S BEND TEES,PLUGS,CMS r BLOCK rating of seen SIZE SO.FT. S0.FT. t HYDRANTS 9. Li fire 'u noes 4•one larger Lobo er Cl­51 Daaib Iron pea. Ct NO SCALE IN. SO,FT. _ sae 10.Pro a in The D p. Che Jr( try aha119 ng p�in t�oecopen the incoming dwma.r one out diameter Fl - 6 Doubles ea )voiae ire Ppy a a'rre esrvwe hoe.hoard nova a 4- 5 3 4 m85 .2'INX. I Fa 1013 7 9 t:' ca�,r.:ww.a.,w(.,I.�al u12 tB 10 13 v 'Tr �rw'.e IrP ee.wl�I -mom)w<.14 25 14 IS 0)na m,.+>..e.,...1...,,,a( e.�o16 32 18 23 ANCE pew.w,�)nA mow..a - FLOORSEE TABLE AT LEFT ,r- s te• a.A, a.. ems.�.am °: ...,...ax(1.')CONCRETE SMALL OL MINIMUM 2000 P9 AT 28 DAYS FOR RECGRED w awbo a e"•n.z7 e.rw.ti':we m'u.s..°r"'w r"`a.•. THRUST BLOC(MUST BE FORMED AND POURED SO THAT BEARING AREA THERE IS ACCESS TO JOINT AND JOINT BOLTS STANDARD FIRE SERVICE NO. 02719-3 NEW FIRE RISER DETAIL_ CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised L 1 THRUST BLOCKING DETAIL c1 No scALE STANDARD DRAWING NONE FOR CLASS 1, II, do III SYSTEMS ,Nan. 2000 � NO SCALE NOTICE APPROVALS & COORDINATION REVISIONS aRmecT K JC scA E 1 =1- RECORD DOCUMENTS STGBUI DIN CENTER IV ER H Is THE oa4Rs RE�01191A1 piaANaATON canAcr monk 0 N Sprinkler THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED 1 o26 2011 NORTH 22ND AVE. r e `* 1 07-26-02 REVISED OMwH sr: P.MANION ro laoitoE AII:aA1E lfEwY W ON INFORMATION PROVIDED BY O7HER5. SPRINKLER TECHNOLOGY BOZEMAN,Mi PREVTJIT n D!40 THRO11alaR e s K Z Tp/�tiWyWOl/�ryur ofEorEn sY D. HUGHES 7Y ra i WW1iL�ii�' VVCZ�V/� DESIGN.INC. HAS NOT VERIFIED THE ACCURACY ANCl/OR aN�Acr am DATE: 8-01-02 WET PPE -'ea-ER SIS M v U. p' r COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE coRTRecT Ra: .n ♦d � SPRINKLER TECHNOLOGY DESIGN,INC. AR S A a D*MASIWi9 cam; 1 �4. 1� SPRIRa rta.IIu:02NEW RESPONSIBLE FOR ANY ERROR OR OMISSIONS YMICH MAY BE 15 S(RACY 97 For Iltr pIPE NO ohm IYPm 0 .IAct> M BOZEMAN,MT 59715 sm xa: a vNKS IIGIIIAOIe18 WATOI � aj"'••''�t�°':�- SYSTEM TYPE 15 South Tracy 114, Bozeman, MT 59715 INCORPORATED HEREIN AS A RESULT. suwuEs ro�aream swan �rrrlNUrN����` T ph. 406-582-1936 fax. 406-585-8332 Cj1 �, 8 1a79-2002 DNIIERGRg1ND FIRE STt'AGE