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HomeMy WebLinkAboutBozeman Job Service Fire Line Plan EXT191M WERM ,�, � �. „� NpaN aaaNOEm 12U°HOLE IN UNDERGROUND LEGEND avialai wear ro fc mru as mm uo/w rtwm Ian oue'c'"u"vrc or ev.''°t°',usiwr LEGEND FOUNDATION,FILL W/ MASTIC OR -$FLANGED OS&Y VALVE EAST LAMME PLATE TE W x140 NON-SHRINK GROUT. SYMBOL DESCRIPTION PLATE W/(4)�'f Z4 OS&Y VALVE FwcE ro IM:nwFAaEo w nss l HOLES RISER ro FUNa zamoa Km IGCBfALt DOUBLE CHECK VALVE (T ncu ro..0 aisx anvouunue) R -- NEW UNDERGROUND FIRE LINE /�j y MIN. REQUIREMENT) 4'OR LARGER CLASS 51 7 AS INDICATED ON - - EXISTING UNDERGROUND FIRE SERVICE ATER MAIN DUCTILE IRON PIPE(TYP.) r 14N.ABaI[ I atTT' TAPPING$LEEYE rK., p FLOOR ^a'to'too" _ !�APPROVED PLANKS) I i L �y`r ♦ THRUST BLOCKING a ay CIF CUT IN FIELD •MECHANICAL 4•3/4'MIN.Redi Rod,INSTALLED IN --_ _. ZLON UNLESS JOINT HALF OF THE AVAILABLE M.J. a TOE THREAD ONE ENDS NOTED MAIN BOLT HOLES(TYPICAL) O TBE THREAD 807N ENDS 90' BEND WITH THRUST BLOCK J I (4W ATR W/ GOE GROOVE ONE END J (4)V'HOES 0 7h' DOUBLE NUTS AND GIIE GROOVE BOTH ENDS I BOLT CIRCLE 'END. EACH T&G THREAD&GROOVE END. OS&Y OUTSIDE STEM&YOKE ALL EXTERIOR MATERIALS TO W W1TH TAPPING TEE &VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF I BE MASTIC COATED TO ON DOWN OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY PROPERTY LINE(TYPICAL FOR ALL RISER CONFIGURATIONS) 1. The FlIt51 fitting Inside of the building shall be UL listed(longed L I PROTECT FROM CORROSION FIG FINAL GRADE Kennedy or Nueller QSkY valve" some size as the fire service line. I--' AFF ABOVE FINISHED FLOOR Q2. AI DouW.Check Vane Assemblies shell se:a. UL ar FM listed. 0 [�FIRE SERVICE WALL PENETRATION 7 b. Approved by the unwe airy SoWnsm cart. 1.Foundation liar PROVIDE FLEKIBLE, _ Cross Connect'an Conlml arW Hydrp"Research(USCFCCCHR)for 7 WATER-TIGHT CONNECTION 7 o,s,P4 manse pzocosed poll(vertical or hodzoofa0 oa shown on L I C1 NO SCALE FOR ALL WALL OR FLOOR cpplonsd Installed os shown on the opp-sol plane. V "STING 4'CIRCULATING PIPE PENETRATIONS. WATER MAIN(6'-6'MIN D A lbw detection dsvke shoot m,notalled Immedlalsy following the DYER, UNDERGROUND NOTES Double Check h Assembly(alarm check valve,lbw sensor/alarm, meter,etc.)o shorn on the approved plane.Paddle-type Now alarms not permitted on dry systems. _ RECOMMENDATION OF PIPE AND FlT11NC MANUFACTURERS FOR INSTALLING 4. A Double Detector Check Valve Assembly may be used with o standard •uN,r ifAt Aigd City or Bozeman meter. Tne meter loop of the Doube Detector ceeak I THRUST BLOCJ(S SHALL BE FOLLOWED.THE TRENCH SHALL BE CUT TO 1) All UNDERGROUND%E IS TO BE INSTALLED IN A i asm noon FLOOR valve.hall have a Double Check Valve Assembly instals l which meets REMOVE AND PROTECT -- PROVIDE A BEARING SURFACE ON UNDISTURBED SOL.CONCRETE SHALL MONTANA PUBLIC NORKS STANDARD SPEpFlCATIONS,FOURTH EDITION, • the seme melonotlon criteria specified obove in requirement number two. E)OS11NC LANDSCAPING 4 BE POURED TO FIT SNUGLY AGAINST AS MUCH OF THE FITTING AS (1996 WITH ADDENDUM/1 JUNE 1998);CITY OF OOZEMAN MODIFICATIONS TO REPLACE AFTER TESTING C7 I TAP IN WRIER MAIN BY CITY O BOZEMAN. MPW(WAY 1997 WITH ADDENDUM/1 FEB 1998&ADDENDUM#2 MARCH 2000); 5. Horizontal matanotione must be o minimum or 2'ob..the finishes (AT OWNER'S EXPENSE)4'X4'TAPPING POSSIBLE'M1HWT INTERFERING WITH ACCESS TO FITTING JOINTS ANCHOR AND THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD(APRIL 1997). poor. - RODS MAY BE USED TO HOLD THE FITTING AGAINST THE BLOCKS MECHANICAL & The rr.ee .ri er must be a mni—of 2'tram any outside - I SLEEVE H-610 AND 4'MUELLFURNISHED R TAPPING JOINT old a minimum of I'ef-m n Intenor wan VALVE ARE TO BE FURNISHED AND 2) -CONTRACTOR'S MATERIAL AND TEST UBCERTIFICATE T FOR UNDERGROUND o Y 1'-0'WIN CLEARANCE FROM I 1. me mcpmnq rrs.enwe Ilse soon b.o mmlmum 8.s',old o ANY OUTSIDE WALL-ALL INSTALLED A CONTRACTOR WITH CITY O PIPING'IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN P Inn or 7.5'b.lo»the rnsned gr.de DIRECTIONS FOR NEW CUSS BOZEMAN MAKING TAP 11 PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVILE LINE. ONE SPRINKLER SYSTEM SEE -- ---- SEE TABLE BELOW 90•BEND WITH 8. All rre service line apPud-ncee shall have a mnimam preseure 61 --- -- --- FOR REWIRED 3) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR FIE SPRINKLER THRUST BLOCK rating of 175 PSI, DETAE 1/Cl BEARING ARE0. PIPING AND THE 4'OS&Y VALVE,UNTIL THE UNDERGROUND 9. Al fire service lines 4'and larger.hall be Class 51 Ductile on Pipe. W THRUST BLOCKING SEE 3/CI PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. to.Line eizinga: The Double Check V."'Assembly shall bi egaal in size BOZEMAN to both the oming pipe diameter(upstream)and outgoing pipe diameter ((aorrotreom). Tali e.omple,0 4'fire semce line should nave o 4' 1) INTERIOR FWE SPRINKLER SYSTEM SHALL BE PROVIDED BY OTHERS. 0 3 douse cneck V.W.Ae.embly. I NEW 4'CUSS 52 DUCTILE IRON '' MI", 2'MAX. _ )O B SERVICE �ONCE BY UNDERGROUND 5) NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED.PRESSURE TESTED oe..°'�".,.ur w.m w�N.�kow ais,°wl ) a's0,�. I CONTRACTOR AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN .S`G jlo) ta 0•^via.D s.o�,u, k I SAWCUT EXISTING SURFACES REQUIREMENTS.NEW 4'FIRE SERVICE LANE SHALL BE INSTALLED WITH NO ® \I\D "° m. tm,.e.w) c.s REPLACE ASPHALT TO MATCH LESS COVER THAN THAT OVER THE EXISTING WATER MAIN AND EVERY w.m+�..�a.m.e.°•>((,e..:'�m. I EXISTING I ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT OF 2' MIN. CLEARANCE (�)n.s,.ls Ae. -.' I EXCAVATE UNDER I I 6'-6'OF COVER. srtn� ABOVE FINISHED FLOOR k �ip1j ° SIDEWALK AND B - II wa.!z�E°curz. a,vise e o:•s m°°w,l,.,u,,,s zo-too.x� I7,11 I_I 6) APPLICATIONS FOR 7E NEW WATER SERVICE SHALL BE MADE AT qtt l,, b..e �.1emmhah.a voN. �tw.esse.em.,.°.w r,.a i _ -_ . •(s.n erw.a�r" 'm a.,r.o,...Is a.•. l I��- I OFFICES(35 N.ROUSE)PRIOR TO START O CONSTRUCTION. 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE 16 1 7 7A ICI I CITY OF BOZEMAN AND THE COMPLETION OF A PE CONSTRUCTION MEETING STANDARD FIRE SERVICE NO. 02719-3 CONDUCTED BY THE ENGINEER. CITY OF BOZEMAN SCALE: LINE INSTALLATION Revis.Bd Fasllno PAll,IN NONE I CONCRETE BEARING AREA-NFPA 24 B) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE UNE TO ENGINEER. STANDARD DRAWING FOR CLASS I, II, & III SYSTEMS Jan. 2000 - I PPE 90'BEND 45'BEND TEES,PLUGS,CAPS, ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN. SIZE SO,FT. SO.FT. &HYDRANTS 9) ALL FlITINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. IN. SQ.FT. /� GRO 10) FIRE SERVICE LINE WILL NOT BE TURNED ON UNTIL INSTALLATION ( A S�PLAN - UNDERGROUND 4 2 2 2 OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE 6 5 3 4 11) MATERIAL PRIOR 10 PRE SUBMITTALS SHALL BE MEETINGSUBMITTED T CITY OF BOZEMAN TWO DAYS THRUST BLO 3 CKING DETAIL 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL TIME. C1 NO SCALE 104 102 — RISER LEGEND a q �. ® KENNEOY 068 OS&Y ;x 100 -- - ® FLANGED ELBOW(BY FIRE SPRINKLER CONTRACTOR) o& © DOUBLE CHECK VALVE ASSEMBLY(BY FIE SPRINKLER CONTRACTOR) 1•-0' NEW C FIRE SERVICE BY NEW HOTMIX EXISTING ASPHALT I UNDERGROUND CONTRACTOR 98 ASPHALT PATCH ® GROOVED FLANGE(BY FIRE SPRINKLER CONTRACTOR) TO MATCH EXISTING. - ® TAMPER SWITCH(BY FIRE SPRINKLER CONTRACTOR) RISER TO BE 1'-O'(MINIMI ) - INSIDE FOUNDATION WALL KOL 'G;1 .. C7 94 -_• ` MIN V-6'OF C .4 COVER ABOVE LAYBACK TRENCH AS t-r_I COMPACT TO 95% TOP OF PIPE. REWIRED RELATIVE DENSITY 92 I_ UNDER PAVEMENT � 1 90 - —- °OOo� � °�o8�o°O� o �80�00 000o m° 0 obwd'oo°�Qo4�o h„ BApKF1LL&CONSOIOATE o�08°o O o o°�Oaoo° I _ _ TO O PIPE WITH SAND. O°o ° °004° - BY UTILITY 0 10 20 30 40 50 60 WFIREPLIAE SIZE AS NOTED BY flE RINCONTRAG MIN.6'SAND TOR NOTE:BE ADVISED THAT IF LESS THAN 6V4 FEET OF COVER OVER THE SERVICE LINE IS UNDERLAYMENT. OBTAINABLE,THE LINE WILL HAVE TO BE INSULATED, ENLARGED PLAN FIRE UNE PROFILE �1 NEW TIRE UNE SECTION �1 NEW FIRE RISER DETAIL . — c1 No scALE a No scALE Cl NO SCALE NOTICE APPROVALS & COORDINATION REVISIONS aNrnACT NN4: RECORD DOCUMENTS BOZEMAN JOB SERVICE N0. DAR KE PiION 121 NORTH OROINIIATIOH oorrtAcr PNONE Tr.sE lid CORa oocuNENTs NAyc PPEVASEo nAsio T� BOZEMAN. TW 59977115 A.er: P.MANION IT Is THE oeNves RL�aNseum Sy I 1 fbz CITY O BOZEMAN WATER DEPT MIKE CERTALIC 06-582-32W oN n.ryar4Tlm Psotrom eY oTtsss �Imea�rzw+aEocY q, TO PR_ ADEgusn HEA S, DESKS'.INC M15 N0T Wits'sD THE ACQIR AND/w (7 er�y��y� oEoaDBrD. HUGHES Pf1EVFHT fAfF➢N0 DRgeOfOUT K"44W_01_1 Z Technolo/�» ODN-T WTI. DA COMI'lE1LNEss a 1ws fNFaf.f Ana ANo vuu xoT TIE VV 5-4-Ot eET RR SPRIKKIFR S151EY ' VID �T NESPoNS9F FOR ANT Dew Os OYS9ONS s-slu Y fE �.9 .1 - INcolsptATm feTaN1•s n RcwtT. BOZEMAN NOR JOB SERVICESPe.CONTRACT No.: ,T�■pp �y� sleeNc 1EM.No.:01723 APEAs 4ND w E]ICtf1STIREs f:u 1 P.E. v.. Design, Inc. BOZEMAN,MT 59715 sNEET rq.: Fw MY—AND onsitt TYPES SYSTEM TYPE 09-10-01 a VaYes _.0Uw WATER I3 South 'Tracy #14. Bozeman, MT 59715 Iob C'' wPPuis To sf .I—s-.& a„�O TJ Ht ." wa (,h. 406-S82-1936 fax 406-585-8332 UNDERGROUND FIE SERVICE PLAN owY