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HomeMy WebLinkAboutKeller Supply Fire Service Line UNDERGROUND LEGEND SYMBOL DESCRIPTION OS&Y VALVE RISER mom, BEER LEGEND UNDERGROUND FIRE UNE - EXISTING UNDERGROUND FIRE SERVICE ATER MAIN (D 6•KENIEDY 068 OS&Y 00 TAPPING SEEW KELLER SUPPLY CO. ®6 FIJINGED ELBOW OF CUT THRUST BLOCKING 1 ///� / 3 ©6'DOUBLE CHECK VALVE ASSEMBLY-FEBCO 850 LION UNLESS OIFERMSE NOTED i / •^k3 TOE TWA ONE END /// ® 6• �Ems' O E THREAD BOTH EPOS /// fg / (J) _ ® TAMPER SWITCH-POTTER OSYSU-2 (3 REWIRED) GIBE GROOVE BOTH ENDS / _.._ o� T8G THREAD a GROOVE t (}7 i_�� W/ MOU751DE STEM!YOKE ISN", / �/ - I �9,,� FIG FINAL GRADE .�. ®� AFT ABOVE FINISHED FLOOR U 6'FIRE SERVICE ul I l I �,AL(�S BY FIRESPRINKOER ® a a UNDERGROUND NOTES �EMIS�E,R CONTRACTOR ERGED I l (BY OTHERS) O B/CI BY UTILITY CONTRACTOR I ® 1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE 1MTH 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION,. CITY OF BOZEMAN AND THE COMPLETION OF A PREOONSTRUCTION MEETING -.I I 1996,CITY OF B02EMAN MODIFICATIONS ADDENDUM/1 TO MPW AND THE CITY CONDUCTED BY THE ENGINEER. 6 ENLARGED PLAN O OF BOZEMAN FIRE SERVICE LINE STANDARD(FEBUARY 1998} �a p, , 4•_ ,_p• b b I ; / • -- 8) NO NARK IS TO BEGIN PRIOR TO OBTAINING CITY OF BOZEMAN STREET CUT PERMIT. I I 2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING•IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN 9) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE LINE TO ENGINEER. , NEW 6'CLASS 52 CTILE PRIOR TO THE FINAL ACTIVATION OF THE FIRE SERVICE LINE. ENGINEER SHALL PROVIDE AS BUILT TO CITY OF BOZEMAN. IRON FIRE SERVICE i i I 3) NO CONNECTION 5 TO BE MADE BETWEEN THE INTERIOR FIRE SPRINKLER 10) All FITTINGS SHAM HAVE A MINIMUM PRESSURE RATING O 175 PSI. i PIPING AND THE 6•KENNEDY OS&Y VALVE,LINTM THE UNDERGROUND 2 Ii PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. 11) FIRE SERVICE UNE MILL NOT BE TURNED ON UNTIL INSTALLATION 7 C1 I I I 3 NEW RRE RISER DETAIL 4) INTERIOR FIRE SPRINKLER SYSTEM SHALL FRONDED BY OTHERS. OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE i ( A7� � C1 ryp SCALE 12) MATERIAL SUBMITTALS SHAH BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS 5) NEW 6'FIRE SERVICE LINE SHALL BE CHLORINATED,PRESSURE TESTED PRIOR TO PRECONSTRUCTION MEETING(MINIMUM). i AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY OF BOZEMAN ,3 PROECT REWIRES ADEQUATE ENGINEERING INSPECTION FlA1 TIME. UNE PROPERTY LESS COVERT NEW 8'FIRE SERVICE LINE SHALL BE MAIN INSTALLED EVERY NO ) LESS COVER THAN THAT OVER THE EXISTING WATER MAIN AND EVERY i N ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT O' 14) IF LESS THAN 6'-6'O COVER OVER THE FIRE SERVICE UK IS OBTAINABLE. I 6'-6'OF COVER. THE LINE WILL HAVE TO BE INSULATED. i71•-Y! 6) APPLICATIONS FOR THE NEW WATER SERVICE SHALL BE MADE AT CITY IVOE 6•CAP AND it OFFICES PRIOR TO START OF CONSTRUCTION. ARKER AT END OF FIRE ii RVNE LINE FOR fUTIIRE �i ECF 8'OURET(BY OTHERS) NECTION BY OTHERS I NEW FOIMIX EXISTING ASPHALT - - ---RGw.—-—- -— RELOVE APPROXIMATELY-— -- ) -—�R.O.W.—-— TO MASPHATCH EXISTING. q aNale wac�m LEGEND ` 6' ALVE 3 R BOX(BY DIMS) AFaIrED raelrcllorl P.E M oFsrnra I.Lao me. 10%10•EXISTING ASPHALT. GASTON E CG Y I WA I III _� _W_—_____________ ��I�Q� -$DOUBLEFLANGE HECKOS&Y VALVE _ _ w_--—____—-----------______________.. N � ( ) nw¢A s,Isom w s<wwc. �� ~� H�LINE / NEW 8•DEAD-END NQIE� OgralE was Au InP ooHrwanasJ // DOUBLE CHECK VALVE WATER MAIN BY O7HER5 4'OR LARGER CLASS 51 $MIN. REQUIRE ME 8a8a6 TEE INSTALLED MIN 6*- OF g�INDICATED MYEO PLAN(S) W/NEW 8'LINE BY SEE6GASTON COVER ENGINEERING COVER ABOVE UYBACN TRENCH AS DUCTILE IRON RIPE(IMP.) r. ,r Ma,,,,� 7 AS INDICATED ON RAWHIDE RIDGE OTHERS SEE�TDN KEL ER WATER SERVICE COMPACT TO 95x TOP O PIPE, REQUIRED oFLOOR ENGINEERIRVI� ER— , UNDER PAVEMENLATIVE T j cy • '• PIaaA - _..__—_ ._____.—._—_.—_.__.—._ _.—_—_._ T MECHANMIMECHANICAL3/4 MIN Rath Rod INSTALLED IN F OF THE AVAILABLE M.J. o MAIN BOLT HOLES(TYPICAL) JdN IIAI o�Ja 4 �p° 1 90'BEND WITH THRUST BLOCK DOMESTIC8� p Q.bpoo�o��y _ BACIOTLL 3 CONSOIDATE A-^"O° °oO�o 0 FIRE �E 9¢AS NOTED CITY OF BOZEMAN REQUIRE FOR INSirYU710N OF SITE PLAN—UNDERGROUND O To¢OF PIPE WTH SAND. C1 1'� 30'-0' . MN.6 ON'SAND TAPPING NEE h VALVE, PLANS OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY UOERLAYIEHT PROPERTY LINE(TYPICAL FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside or the building.hall be a UL listed fiarped Kennedy or Mueller OS&Y valve the some size as the fro wince It- 104 RISER TO BE 2'-0•(MINIMUM) 2. All Doubts or Check Hldedl. beemaies moll be: d INSIDE FOUNDATION WALL a �y° pdI PROVIDE FLEXIBLE, b. Approved M Ns University f Southern California Foundation for 102 pJ WATER-TIGHT CONNECTION C�rovW I,the Control ono Hon vertical cal or h(U horizontal) as CHR) for / operation In the proposed position(veAical or horizadd)w shown on I FOR ALL WALL OR FLOOR Installed as mown on Me opgroved plan. I�l FINISHED GRADE ; NEW RRE LINE SECTKNd PIPE PENETRATIONS. 3. A flow detection device.hall be installed Immediately fat ur. flow 100 I TOP O FINISHED HOOK C1 NO SCALE nesteDoubr,etc-)as e Check Valve shown on Assembly (appro"ved Dans.at.—check l Poddle-type f�ok-.not pennitted dry systems. ; 4,rry'roA Double Detector Check Valve AeoeoeApm�DN may be used with a standard 98 8 I Y rlaG AT9K ins � irnlal Double Check yin'ly the in rylsdlxt which meets two. jj r ASH Hck ODA FLOOR ment number 5. Horizontal installations must be a minimum of 2'above the finished flo. 96 1 I MECHANICAL JOINT O. TM nro of riser moat bI a minimumminimum from any anteim Noll, 6•CAP 30'FROM R.O.W. ; and ofineminimum of 1'from any interior won. _____ / PROP LINE) minimum 94 8•DIICTRE ROI l 7. The Incoming fin service line shall W o .. m O.s',and 0 imam of 7.5'below the finished grade. Boo ________________________________________ ______ CONCRETE BEARING AREA-NFPA 24 90 BEND WITH B. al tiro service line appurtenances shall have a m' m pressure J PPE 90'BEND 45'BEND TEES,PLUGS,CAPS, THRUST BLOCK noting of 175 PSI. 92 _ \ Slff S0.FT. 50.FT. t HYDRANTS aj g. al firo service nose 4•and larger.lion be close 51 Ductile Ira,Pipe. IN. SQ.FT' 10,Line I.I The Double Check Valve Assembly.hall be BRACING FOR _ a rg: e y equal m aka a <a I BRACING FOR PRESSURE �y Incoming pipe diameter pelreom old 90 Gs �^to TESTING !'>i 4 2 2 2 -I-: (dowrutreom) For saamde.a 4•fve serv,ce)I lie shoouulgao In g inpipe ilometar Q 6 5 3 4 a3_ Do Check Valve Assembly. I Id 8 8 5 6 10 13 7 9 v.kn"er A m°1i_���!+.h'r r'•'erw'.a..a'" e"`�`ew,I..e"'°Sm.o"w°`.a 88 12 18 10 13 TMA�h°'""�.. .)"G;inn)ra s.,,s..w+,•..,>(h«.,..e a.a•el.a� \I�D� -A•+w 14 25 14 18 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 6 32 8 23 ....1-1 l N a ripe.e w. ww m.e ra '.a SIB we 2'MIN.CLEARANCE ` (� w •i SEE TABLE AT LEFT rAri ARM FINISHED FLOOR less TAs Mon+q w•ssew-se se—le Yes Lies a n+w�wm a aP o.��V NOTE BE ADVISED THAT IF LESS THAN 616 FEET O COVER OVER THE SERVICE LINE IS OBTAINABLE,THE LINE WILL HAVE TO BE INSULATED. BEAOREQUIRED r�cocss _ w• bn a r(°;`�L::.'::' m�.e.,..°°":""w':•.a�' "T STANDARD FIRE SERVICE 4 FlRE LINE PROFILE CITY OF' HozF:'~IAn SCALE: No. owls-3 C1 NO SCALE THRUST BLOCKING DETAIL LINE INSTALLATION Revised C1 ryp SCgL,E STANDARt) llRAWI�G NONE FOR CLASS I, II, Q III SYSTEMS April 1997 APPROVALS do COORDINATION REVISIONS CDRIRACT HAVE: 9c"E '��*1 KELER SUPPLY COMPANY DRONelA,Kn CONTACT IiIaNE ,�TO ll C.r SprJi li�ler ka. DATE OESOSPTIDK n n•r s..,a.,•. RECORD DOCUMENTS w 7s RAWHIDE RIDGE 1 1-25-99 REVISED PER BOZEMAN,MONTANA aANN er. M.GOUVEIA • t�. aEfl®ar:D. HUGHES THESE AECaO DOCUVEnTa WALE BER1 PIEPARED BASED N ]H� ON yentsid .PAUWFD By ODIDIS WMM NCIN0a4' (l Z. COMIRACT WITH: DATE: 1-12-99 WDESIGN.Ill HAS HOT\cRFltD THE ADO MCY AAro/a T whnOl'OJ MARTET CONSTRUCTION ooNTRACT Na: .E COMFLETEHE3$ar THIS s rafteATION nm sou HOT rE `` �� Design, Inc. P.O.BOX 30B �rlac T m Ho:98384 ATspansas ra An,o.a a OM OM M naval MAY IN \.'��_.d Des , Inc BOZEMAN, MONTANA 59715 mIEET Ho.: oICaNPDRATED momK AM A AEMXT. SYSTEM TYPE aIgUONA��::a` 1, South Tracy #14, Bozeman, MT 59715 Cell ph- 406-582-1936 fax. 406-585-8332 �, UNDERGROUND PLAN