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HomeMy WebLinkAboutGallatin County Detention Center - Underground Sprinkler System RECORD DOCUMENTS RISER LEGEND UNDERGROUND LEGEND G) 2W DOUBLE CHECK VALVE ASSEMBLY-ED=850 "Eg REt RD DDaACNs""�"�PPF'"®6A�D SYMBOL DESCRIPTION a eeaau.lo,rRovin m OTlas sm4aEA TEo«aDOr 0 4'OS&Y-KENNEDY(l HI"IT vaalm TNF AOataAcv AND/OR OS&Y VALVE co"P�TLNEss of Tell wFoaATION AND SMALL NOT OE © TAMPER SWITCH(BY FIRE SPRINKLER CONTRACTOR) RISER ACIfKAS fm ANY BaiaR OR DLL191a15 Ms(N RAr 6E --------- NEW UNDERGROUND FIRE LINE •viol"I�� MS A RESRT. ® VxxVa GALV HEX BUSH,Vox-3 GALV NIPPLE,Vi 3-WAY VALVE, EXISTING UNDERGROUND FIRE SERVICE ATER MAIN 1ER GAUGE, 7_�L1A/ WATER V LUG(B SPRINKLER PLUG FIRE SPRINK CONTRACTOR) N GATE VALVE W/ROAD BOX ® 1W'PIPE STAND.BOLT TO FLOOR A THRUST BLOCKING REMOVE EXISTING 6'MJ ELBOW,6'GATE CIE CUT IN FIELD VALVE AND FIRE HYDRANT.INSTALL NEW NEW 6x406 MJ TEE,6'CAP,4'GATE ® 2V1x9 REDUCING FLANGE IION UNLESS OTHERWISE NOTED 6'MJ TEE-REINSTALL 6'GATE VALVE VALVE W/ROAD BOX AND THRUST BLOCK. TOE THREAD ONE END NEW 6'DUCTILE IRON AND FIRE HYDRANT,INSTALL NEW 6' SEE 1/CI © 215 GROOVED FLANGE TINE THREAD BOTH ENDS GATE VALVE W/ROAD BOX AND THRUST WATER MAIN GOE GROOVE ORE END BLOCKING AS REWIRED(SEE 1/C1). ® 2Y.'GROOVED ELL GBE Gi00VE BOTH QBS U pY co WATT EXISTING 6'DEAD END c0 INSURE HYDRANT HAS ADEQUATE © TAG THREAD GROOVE O YOKE ��4......III F,co WATER MAIN ROC(DRAINAGE. TAMPER SWITCHES AND cc . _ - _ __ __6•W_ __ __- _ -.-. GAUGES 0 BY SPRINKLER W IM1H !�1 EXISTING 4'DOMESTIC - _�• CONTRACTOR DN � �r�� �) � WATER SERVI _ _ -O-/J _ r - FG FINAL GRADE ,/ O `^O I NEW�� NEW 4'FIRE SERVICE AFF ABOVE FINISHED FLOOR SEE OONT UNDERGROUND UNDERGROUND NOTES "� '� m a BY SPRINKLER CONTRACTOR BY UTILITY CONTRACTOR 1) ALL UNDERGROUND PIPE IS TO HE INSTALLED IN ACCORDANCE WITH IOW d' AIONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION, pul•TN ran WAI10 (1996 WITH ADDENDUM n JUNE 1998},CITY OF BOZEMAN MODIFICATIONS TO MEW(MAY 1997 WITH ADDENDUM/1 FEB 1998); AND THE CITY OF BOZEMAN FIRE SERVICE UNE STANDARD(APRIL 1997). SS G E E pR f OW AND,usna 1(��W11 ll❑0 cv 4V 'Z F.cv ? _ 1:� ,•..., 1° 2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND Z 1 CY O 0 PIPING'IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN 0 O b PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE UNE. 'y,� ZI O O d I aT A ® 3) NO CONNECTION IS TO BE MADE BE�IWEEN THE INTERIOR FIRE SPRINKLERJ �, OU 0 © PIPING AND THE 4'OS&Y VALVE,UNTIL THE UNDERGROUND 3.1 0-8 d g tr)C y PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. ^' ( T i. 2-0 4) INTERIOR FIRE SPRINKLER SYSTEM SHALL BE PROVIDED- - 1.�c - F' 5) NEW 4'FIRE SERVICE LINE SHALL BE CHLORINATED.PRESSURE TESTED m r P AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN N- REQUIREMENTS.NEW 4'FORE SERVICE UNE SHALL BE INSTALLED NTH NO G ■ (2)V'ALL THREAD RODS F FLOOR,FILL W/ ® Tx LESS COVER THAN THAT OVER THE EXISTING WATER MAN AND EVERY Z NUTS k WASHERS TO M.J. ® '`LEf���r ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT OF ELBOW SILICONE MASTIC. "� 6'-6'OF COVER. o�) 6) APPLICATIONS FOR THE NEW WATER SERVICE%ALL BE MADE AT CITY OFFICES(35 N.ROUSE)PRIOR TO START OF CONSTRUCTION. SEE 4/Cl FOR FLOOR) 7) NO WORT(IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE « r PENETRATION NEW 4'FIRE SERVICE CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING 71iR115T BLOCK CONDUCTED BY THE ENGINEER. ALL EXTERIOR MATERIALS TO SEE 1/CI B) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE LINE TO ENGINEER. BE MASTIC COATED TO ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN AND GALLATIN COUNTY. PROTECT FROM CORROSION -4'UNDERGROUND 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 10) FIRE SERVICE ONE WILL NOT BE TURNED ON UNTIL INSTALLATION OF FIRE SERVICE FLOOR PENETRATION �NEW FIRE RISER DETAIL DOUBLE aREa VALVE ASSEMBLY Is COMPLETE- 43 11) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS �1 SffE PLAN —UNDERGROU CtND /. NO SCALE C1 NO SCALE PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM). 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL TIME. tea. A advt .x,oE morT..ssoeiv LEGEND ✓aria�m ei Ema,+�n�.io7a� :unwa IINr.mrm/lr scc ar FLANGED OS&Y VALVE DRILL HOLE 6'DEEP IN EXISTING CONCRETE FOR (rr�.rL roR 0°"n01"k"1°1°T 1 0'Of Y'CONCRETE AT a To fwraE�Pf01�M0f DOUBLE CHECK VALVE 4'OR LARGER CLASS 51 MIN. REQUIREMENT) 16'ON CENTER AROUND NEW CONCRETE DUCTILE IRON PIPE(TW.) , z YAx AtxAs AS INDICATED ON PERIMETER OF AREA PATCH 42-0 12-0 FLOOR 'gym ' APPROVED PLAN(S) TO BE PATCHED Fn MECHANICAL 3/4'MIN. Redi Rod,INSTALLED IN JOINT HALF OF THE AVAILABLE M.J. EXISTING - MINIMUM OF 4'-0' X MAIN BOLT HOLES(TYPICAL) OF 6'PIPE �I 9Q KENO WITH THRUST BLOCK CONCRETE EXISTING SOIL COMPACTED FILL � ROD VALVES TO _ __- -______-__-{��ADJACENT TEE .). CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF CONCRETE FLOOR PATCH DETAIL TAPPING TEE A VALVE. DOUR CHECK VALVE ASSEMBLY EXSTNG 4'DOMESTIC 6•PIPE SLEEVE I OR INSTALL VALVE AT 0 Cl NO SCALE WATER SERVICE 2 41 PROPERTY LINE (TYPICAL l 2-0 FOR ALL RISER CONFIGURATIONS) t. dy FIRST fitting berae or the b..me atoll bee oL reted fbm2.d OL Kennedy.r M.euer.sect vdye me..me.ae°.the fire eerrne Erb. Double Check Volw Nsembllee shall be: UL or FM Ibted. 104 I b. Approved by the Uni-it, f Southern COIRomio Foundolan for PROVIDE FLEXIBLE, _ Grose Connection Control and Hyd lio Research(USCFCCCHR)for n WATER-RGHT CONNECTION operolion in the proposed position(vertical or horixonto)oe shorn o avvrowd prone. 102 I - - FOR ALL WALL OR FLOOR c. 'etmled os morn on the approved plops. PIPE PENETRATIONS. lab 2-D I - CUT EXISTING 3. A fo.detection device shall be installed Immedbtely fdlorinq the CONCRETE FLOOR Doubts Check Vol-Awembly TWO-check vatw,flow or/abrm, �-FI■91ED GRADE I i AS REQUIRED. meter,etc-)a shorter_the oev.wd plane.Paddle-type f..aI.-not - - 100 PATCH CONCRETE permi on dry eye T TO MATCH E)ISTHC. 4, A Doubt Detector Check Valw Aeeembly may be used with a standard ee4FLOOR Cityy of B, m,.meter. The meter of N e Double Detector CNeck T A Y L O R gf 6/C1. ��naaA shall haw a Double Check Vole,Aeeembly irotalled which meets I I the—m tdwtb."Re Ea epe iFed above in eea ement n.mber t.a. 98 1 I r ENLARGED PLAN /� - 5. Hodzantd'mstolbtbns m.st be a minimum of 2'show the fi,;med A R C H I T E C T S 1 I C1 NTS O 6..c ■ • MECHANICAL` 'f JOINT 6. The fire eeive-nser must be a minimum of 2'from any.Wide roll, .� 96 I �• EK N{5 i I arts.minimum of 1,from any int'ew wall. �• I a O D b U I 7. The lmominq fire se iae me shall be a m,nim.m 6.5'.a.d a a a=- AN' s I imam of 7 5 belor the rniehed 9mee. ia,, Wm 94 icy I „ j 1 CONCRETE BEAIONC AREA-NFPA 24 90' BEND WITH B. al Rre rvKe 6ne app.Henancee enon now o m,n,mum preeeun 8 I � g �( HRus BLocK ro6ng a 12s Ps. c) 1 :._.._._. a PIPE 90'BEND 45'BEND TEES,PLUGS.CAPS. y9]F,. 9. NI fire serv'ae line.4•..d On,,stroll be Cl...51 Ductile Iron Rpe. s< 1• 1 1 1 SIZE 50.FT. S0,FT. R HYDRANTS MINCO 6'-6'OF ABOVE 92 N -- ro m ;e I 10 both siring. The Double Check Valve AsxmblY shall be eau, in f�a e 4 r s o N r w o•s O w o kl IN. 50.FT. COVER ABOVE COMPACT TO 95% tdow°mtr the Forn9.pipe le°a 4'rhre pe rnc<)1.°,<°deno Id h-x i°meter s O Z 8 Y A N Y O W r A"A TOP OF PIPE LAYBACN TRENCH PS 8'O1ClIE ROI 1 I 4 2 2 1 RELATIVE DENSITY .. REQUIRED �I -I o..ble Chec�^valw heoembly. se a e r T I s -- --- UNDER PAVEMENT -1{i s„e.oe,.wow,,.mn,a mw.la.,w,.wm.a.n.•.=w nban,ww. e --------------------- CDUCTIF IRON 8 8 5 6 \,.. f ,;.r,r e. Kamn�l°0'w "wr eAr 90 6 5 3 4 (4061 526 9 s 10 13 7 9 — va..A.r•Nr�rAnR,.•;'me.e,•„ ab•m°re..w.u�m 12 18 10 13 v<A.w,.,.ay (406) St6-4470 1 4 25 14 18 °o°aD od o°o �I�Dm 4 �. n o a�-ate."e"d�: w �•� 16 32 18 23 0°�� °°O�°o° 2' MIN.CLEARANCE E„Fa,.,,.1 m....e.w -i -- °gg.v. o 04°° ABOVE FINISHED FLOOR ° ,' _,• BACIOILL k CONSOLIDATE o O°o$o °'° o FIRE LINE SIZE AS NOTED TM t`,"M°";'e a eipib•�,d• ,.,A";Yvi41p°'• ,•a mD e'? a )�' TO OF PIPE WITH SAND. o°ao ^.o�° °$s°�° ON PLANS, ° e•a,n ed« A w m " ' 1) S f 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 TABLE AI ETTR REWIRED MIN.4'SAND BE AREA UNDFBIAYMENT. STANDARD FIRE SERVICE NO. 02719-3 CITY OF BOZEMAN SCALE: LINE INSTALLATION FIRE LINE PROFILE _ �THRUST BLOCKING DETAIL ��NEW FIRE LINE SECTION Revised NONE Cl NO SCALE c1 NO SCALE C1 NO SCALE STANDARD DRAWING FOR CLASS I, II, & III SYSTELAS April 1997