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HomeMy WebLinkAboutMusic Villa Fire Line Plan I 4'FIRE SERVICE THROUGH UNDERGROUND NOTES UNDERGROUND LEGEND FOOUNDATION WALL INTO BASEMENT.SEE RISER 2/01 SYMBOL DESCRIPTION 1) ALL UNDERGROUND PRE IS TO BE INSTALLED N ACCORDANCE WITH IStY VALVE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION, RISER (1996 WITH ADDENDUM III JUNE 1998);qtt OF BOZEMAN MODIFICATIONS III TO I(MAY 1997 WITH ADDENDUM/1 FEB 1998,ADDENDUM 12 MARCH 2ODO NEW UNDERdidUND f1tE LINE III AND ADDENDUM/3 MAY 2001);AND THE CITY OF BOZEMAN FIRE SERVICE -'-'-'- DUSTING UNDERGROUND FIRE SERVICE ATER MAIN UNE STANDARD(APR0.1997) DG GATE VALVE II ROAD BOX 2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND TDRU$T BLOCKING I TAPPING VALVE PIPING'IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN III PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE LINE. CIF CUT N FRO 10'BORE AND CASING BELOW III TO IUMG 4'SLAB.INSTALL TON THREAD OTOE THREAD NE EN OTHERWISE NOTED I�4 DUCTILE RON FIRE UNE I 3) PIPING AND THE I4'TO VALVE.UNTIL THE UNDERGROUND SPRINKLER TBE THREAD BOTH ENDS I I INTO EXSITNIG BASEMENT ,_�l- THROUGH FOUNDATION WALL TO NEW(LASS 1 BY SPRINKLER PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF 80ffYAN. COE GROOVE ONE END I I FIRE SPRINKLEJ SIEL CONTRACTOR III 3• I r ®'t 4) INTERIOR FIRE SPRINKLER SYSTEM SHALL BE PROVIDED. &G ��&EVE Ill e T 5) NEW 4•FIRE SERVICE LINE SHALL BE CHLORINATED.PRESSURE TESTED OSkY OUTSIDE STEM 3 YOKE AND ICI ® ® ®IR')I LESS PASS ROVER T NEWTHAT OVER SERVICE IN G WAT BE IN AND VWITHERY O W NTH III LESS COVER 1HAN THAT OVER 7HE EXISTING WATER MAH AND EVERY � FlN���2-10 ATTEMPT SHOULD BE MADE TO OBTAN THE MINIMUM REOUIRBMENT OFAFF ABOVE FlMSIIED FLOOR © 6-6'OF COVR.4'FIRE SERVICE— a 1Y m ws NLPID ee wm s s ose w ve w m S Re m��ax�D Du a mx� THROUGH!FOUNDATION BY UTILITY 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY Assoar ro to ansA o a o No/on r n.ea urw saa>w r LEGEND I WALL.SEE 3/CI CONTRACTOR OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION. "a"AeD Sof FLANGED oskY VALVE 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING ^ TO pe nRe''afD°M swoFoc RISER LEGEND YA w Ads DOUBLE CHECK VALVE CONDUCTED BY THE ENGINEER. 1aa11 carsmAwaw MIN. REQUIREMENT) / ® 3'DOUBLE CHECK VALVE ASSEMBLY-FEBCO 850(BY OTHERS) a'OR LARGER CLASS 51 AS INDICATED ON 1 B) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE LINE TO D MEER. DUCTILE IRON PIPE(TYP.) r z•wAa Am.T ��jj 1 - ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN. FLOOR Wi adi APPROVED PLAN(S) I ® 3A9 REDUCING FLANGE(BY OTHERS) ._ ,:... I� 4 DUCTILE IRON © 9) ALL FITTINGS SHALL HAVE A MINNAUM PRESSURE RATING OF 175 PSI. 4•MECHANICAL `z 3/4'MIN.•Redi Rod, INSTALLED IN H UNE BY U DERGROUND 4'05kY VALVE-KENNEDY PIT I TRACTOR 10) FIRE SERVICE UNE WILL NOT BE TURNED ON UNTIL INSTALLATION bI� HALF OF THE AVAILABLE N.J. 3 I ® 3'GROOVED RANGE(BY OTHERS) BOLT HOLES(TYPICAL) 6 O N a DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE. MAIN 3-GROOVED Ell.(BY OTHERS) 901 BEND WITH THRUST BLOCK I NNSIRATION BOARD 4 RANGED ELL 11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO qtt OF BOZEMAN TWO DAYS NSTAU£D OVER All PPNC PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM). KEY NOTES ) � CITY OF BD DOUBLE REQUIREMENTS FOR INSTALLATION OF NEW FIRE RISER DETAIL 2 PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL TIME / TAPPING TEE A VALVE, / T DOUBLE CHECK VALVE ASSEMBLY 1 REMOVE k REPLACE ROC(LANDSCAPE TO MATCH DUSTING. OR INSTALL VALVE AT / O CI 1/2'= 1'-0' PROPERTY LINE(TYPICAL / O N W THRUST BLOCKING ALL RISER CONFIGURATIONS) 1. The FIRST fitting Inside of theuil bding stroll be a VL listed flanged / REQUIRED.SEE 5/G1 O REMOVE EXISTING TREE Kennedy or Ifueller OS&Y wM the same size as the fin service fine. (� / O REPLACE EXISTING DISTURBED SURFACE WITH NEW SOD Jr/y(j 2. All Dou61e Check Valve Assemblies shall be: a. UL or FM listed. b. Approved by the University o/Hydraulic a Calh(U Foundation for '''/ EXISTING 4'FIRE UNE CAPPED PROVIDE FLEXIBLE, Cross Connection Contra one Mydnur Research(USCell)a,)for �/ INSIDE PROPERTY UNE. WATERTIGHT CONNECTION Epp_ in the proposed position(vertical or mnzonta0 as slwm on opprwed Plans. VERIFY EXACT LOCATION FOR ALL WALL OR FLOOR c. Installed as shown on the approved plane. - PIPE PENETRATKN15. 3. A lbw detection dovice shall be,Installed immediately fdlowing the BOLT 4x4xV& ANGLE IRON _ Double Check Vast Assembly(alorrn Brock wlve,flew nsor/obrm TO FLANGED RBOW WTH O O Y HILT[HDI IN FOUNDATION. meter,sic.)as atom on the opp-sal plans.Poddb-type flew alarms not CALL 1-800-424-5555 (2)%HEX BOLTS x-3Pi O O N'ALL THREAD ROD.Y'HEX psmifted a,dry systems. I BEFORE DIGGING W/HEX NUTS AND O NUTS AND LOCK WASHERS 4. A Double Detector Check Valve Assembly may be used with a standard LOCK W�Fl� 'YM,Y Ye1.AwAF City of Bozeman meter. The meter loop of the Double Detector Check vessel FLOOR Va shall haw o Double Check Volw Assembly installed which meets the some installation criteria apedrina above In requirement namber teo. 5. Horizontol installations must be a minimum o1 2'above the finished I 1 4 2 floor. MECHANMAL� ad emc 1rerromu any 1 t,minimum JOINT b llw fin m rt be of 2'from any outside wall. i 10'BORE CASING RUSH NTH 7. The incoming fire semce Me hailbe a mlmmum 6.5',and a mav- i I SECTION A-A FOUNDATION. emu m of 7.5'below the finished grade. E10SING 4•FIRE LINE END IN CASING TO B. All fire service line aPp,,ft-ces shall hwe a minimam wessurs REMAIN OPEN TO THRUST BEND WITH I� VERIFY LEAKAGE THRUST BLOCK noting of 175 PSI. 9. NI fin service fins 4•and larger eholl be Cie.51 Ductle Iron Pips. PRESSURE TEST DUSTING E 10,Line sizing: The DoubN Check Vast AseemDy stall be equal m aim STUB PRIOR TO PRESSURE SUL PIPE TO ACTAUUC SiAf 31 4 CLASS 53 DUCTILE - to both the lncumm mameter pebeom TESTING NEW FIRE SERVICE CASING WITH COUPLING OR EOUAL GROOVED _ 9 PIPS (a )and outgoing Pips diameter VERIFY EXISTING 4'GATE SIUCONE MASTIC - (some cam). For esomple,0 4'firs conics One anoale nave a 4' Double Cheek VOM Assembly. i VALVE'HOLDS'.NOTIFY - �'"m"Tw.seas..sS Oa)w.ea,,,.1... I qtt OF ANY DEFICIENCIES EXISTING 6'CIRCULATING aY a.wwm nrn �tl''itr1 � k CORRECT PRIOR TO WATER MAIN �� _ Kb,.w�)s.VI,os.Y.awFA 6'-6'MIN COVER \I\D� kwrmT` srA"r s"n"sa+,*s."sYO"s>°.:.(al ea sa•�"'�.,.+ih°emw.°^"°'�d w((+'es� °+ INSTALLATION OF NEW FIRE D.IAr aMk wr'1.ww- SERWCE 2' MIN.CLEARANCE (}T�� 1 olwRle _ -.-._ - -.-__ _.-.-.-.- 6"W- -._.- _._.-.-.-.-.-._.-. we'w�I Dw..wwe.". _ meTm ABOVE FINISHED FLOOR /q� I psiryskrsNwy� w�wyeus�.sw� Era. L n K I MAIN /l I L e�reeme 1-11�esseN` �aq'u."°ewe Saab M 4�•zractl m Y L f�\.J I V I I v ICTAULIC FIG.341 10'BORE CASING GROOVED FLANGE a SffE PLAN—UNDERGROUND /. STANDARD FIRE SERVICE NO. 02719-3 CORE DRILL 12'0 HOE.FILL W/ CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised FOUND 102 E M NONE FOUNDATION AND ILO'BORE CASING. STANDARD DRAWING FOR CLASS 1, II, R III SYSTEMS April 1997 102 - - - "--- - - - 3 n FIRE SERVICE WALL PENETRATION.-- C1 NO SCALE 100 -nN SIKD.GRADE 98 CONTRACTOR TO VERIFY 96 *Y e lEP1N OF EXISTING4'CLASS 53 DUCTILE IRON 'e o 4'CTASS 53 DUCTILE FOUNDATION .,_:SER"_ 0 SING \\\ - MIN W � L IRON FIRE SERVICE \ I-0 COVER ABOVE B BELOW Ei051NG \ - COMPACT TO 95% rii � � YAf9`dN GRADE _ '-. i CONCRETE BEARING AREA-NFPA 24 TOP OF PN'E UY BACK TRENCH AS 94 ___ ------------ -- ------------- _� _._� PIPE SIP BEN 45'BEN $ PLU C RELATIVE DENSITY 1}n`',,' REWIRED ___ _ _ - D D NEE GS,CAPS, , 4'WC11E RON _- I d SIZE SO.FT. SQ.FT. k HYDRANTS 10 CA _. - CI - _ _ __. _ -- `.THRUST BLOCKING N. $0.FT. , 92 "� 2 AT ELBOWS AS 4 2 2 ^•, oo°so o'e' so. °o. 8 I � REQIRED.SEE 5/Cl ': 90 3 : _ BACK FILL k CONS(111DA 0 oos°Oo o$�o°Oo�° FIRE LINE SIZE AS NOTED \\ TO 9 OF PIPE WITH ON PLANS. `-SEE TABLE AT LEFT FOR REWIRED YIN.6'SAND 88 -0 5 10 15 20 25 30 3i6 40 � 50 55 80 85 70 75 80 85 90 95 100 105 110 115 BEARING AREA UNDERLAYYERT. TIRE LINE PROF LE THRUST BLOCKING DETAL n NEW FIRE LINE SECTION C7 NO SCALE Ct NO SCALE CT NO SCALE NOTICE APPROVALS do COORDINATION HYDRAULIC DESIGN DATA SPRINKLER HEADS REVISIONS COITRACTNAeC SCAIf = - MUSIC VILLA ORGANUAT1011 cOwN;r pNaE HU!AsD CLASSBCATIOIt -TOY AREA SO.R. .—AC— YOOC, TYPE HUSH offila DROP cmapY TFXP mati wmTw �Yq N ��y� RECORD DOCUMENTS No, oA¢ oFswwna 539 E MAIN e r " 1T IS T11E ONNIO S RCS IS811 BOIEtIAII f1RE d"pastson' CNUCIt wMx Ade)58z-zd50 NVTAMIIIC OBGH DATA: GPH/Sa.R. S).R.//1D.YAk !� C S er mlg RDalm DDauIDITs A.IETDI AEPAIED eA.gn 1 09-10-01 REVISED BOffMAN,MT 59715 puwt Ttr. J. ANDERSON TO 14toVIOE ADLINAR HEAI TO ♦ SO.FT. Nog Iuoe rsY �• a+M[xYAT1dx 11NWE0 er oltsxs 9wRwTtx IEOMDnbY C Ea®6n D. HUGHES 1 4 AREA OF APP"TION: Technology u 1 pfl"T 11EIIDIG THROUGHOUT ° Z 1 e/'hnology TRACT wIHH. DAM At pPl s f HUIAL Y w Q`J dcso.INC HAS NOT sew m HE Acc MAcr wo/m MUSIC VILLA ca RAtt NO.: 5 Ot CGIPlF1DE5S 6 1NI$MFGHYATION ND SHALL NOT K B O Design, Mk T[a.No.:00607 I{I L S JR. �= Design, Inc,l,[L �ol�X FOR ANY DOW M gLamats sea wY a 539 E MAIN ARUS AND SILM REQUIREMENTS: x F)MLOSURES - �Y AT f9 AT FOR unr rwe N D onyx PF$ 6 WATER SUPPLY INFORMATION dt 0" MCORPORAtD t/d As A P13MT. BOZEMAN,MT 59715 —No: OF VALVES camGlxc wA1D F cr•Tc a SYSTEM TYPE sTArc p�SSHIM ft a,. M ny�41 surptas ro spRMKLD mrots ' 15 South Tracy $14, Bozeman, MT 59715 V I-G I-O2 CONTACT.FRED DECKER �� N,vw w:r r®uN.P1E991AE: ps wTN aPY Fl:owslc ph. 408-582-1938 fax. 406-585-8332 an TF3T TAlgll An er DATE TOT.u. To— UNDERGROUND FIRE UNE DETAILS,PROFILE,SECTION