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HomeMy WebLinkAboutPALISADE APARTMENTS - FIRE LINE SERVICES OF MUM 9 LEGEND `1-/J �/ o t�RK A. o - OHE OHE OHE OHE OHE OHE OHE�OHE OH IOHE K111G PROPERTY BOUNDARY LINE i \\\\\� EASEMENT LINE NORTH 27TH AVE 90' _ _ � CHANDLER > No. 9518ES � S-V EXISTING 8"WATER MAIN R.O.W.) M - - -.-.- -.-.-.-.- - - - - - -.-.- - / I oy9� 410ENSF'��m � 4"w EXISTING 4'WATER LINE M„Ol M M„OL M M„OL M M„OH M„Ol M„Ol m M„01 M„Ol / F' (A'EER W" w EXISTING WATER SERVICE e"ss PROPOSED WATER SERVICE / Sheet I OF 2 q"ss PROPOSED 4"SEWER SERVICE a"ss EXISTING 4'SEWER SERVICE _ - - - - - ucE f PROPOSED UNDERGROUND ELECTRIC LINE E E E E r F-o E - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ coMV PROPOSED COMMUNICATIONS LINE f E E E E E F oE E E E E f E E E E f cas PROPOSED GAS LINE E f E E E f E E f ss EXISTING SANITARY SEWER MAINuj sr EXISTING STORM SEWER f E E E E E E E P E E f E E Ee EE f \ / / F EXISTING 4'FIRE SERVICE f E E E£ ► PROPOSED 6'FIRE SERVICE E E E•E f E E f E f •s / EXISTING CURB AND GUTTER E f •• - - - / PROPOSED 7-PLEX �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® EXISTING CURB STOP FIFE: 4,747`.3,�45 ,Da Cx E f ® PROPOSED CURB STOP 11 1 Al Ili W1 t ED- f Ifl 1 STA 04�90'1 BEI Pa EXISTING WATER VALVE STA:0+15.01 (0.0'R) E f E W/JQI R NTS INSTALL 4-VERTICAL 90'BEND, �. ED= f f £% TH UST CK C•a PROPOSED WATER VALVE FIRE RISER AND OS&Y PER COB.STD.NO.02660-13 m EXISTING SANITARY SEWER MANHOLE E f � E f I E _j' + 2 8 E E f E £E f 2.6' 4"(TYP) ,8 K E n E • _ E� f 2 DOME C BENCHMARK ER SE Cgw - TOP OF SET NAIL C&H RPC. 21 • e e 0 s.o m rTl ( # ) 4"SO SUE E. _ h+l ELEVATION = 4749.66 FEET is • n PRESS E TE f 3.4 DATUM = NAVD88 u- AGAIN GATENALVE IN 14"RISER TO OS&Y VALVE is BREEZ LANE. I 2.0' >ry STA 0+30.2(0.0') rv- 4"90' BEND LOT 5B STA 0+3.7( W/JOIN RESTRAINTS 4' 90' D m,.a ___ __ ______ ___ ___ ___ LEGAL DESCRIPTION AND THRUST BLOCK 66,987 Sq. Ft. W J RE NTS [T] I U LOT TE AMENDED PLAT. LOT 5,ANNIE SUBDIVISION PHASE 2[PLAT J-204-A] • D U LOCK p I /� Lsa-ds ° f E E f P E I 12'RIS TO WATER METER F+�I LOCATED IN NE 1/4,SEC.6,T.2 5.,R.6 E.OF P.M.M., • W i CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA E f E ).7 •f f E f f r-tF�-I5 E E Q� I I I I I j •. E f E E f E E f E 11I ® E E E E E r Ld I I GENERAL NOTES - FIRE SERVICE LINES LJJ i E f f ® E f E N I I I I I 1 ' E E Lw CD m I I E f E �p � 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING 1` E f ® g H1p E E O_11:D PLANS AND SPECIFICATIONS. E E f ® © LG e E DO ------------ zn 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND o E E SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN < E E E E N APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN E E E f E y EO 0-I ENGINEERING DEPARTMENT. E E E 0 TirJ .l-. • f E fit 70 - 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, zi WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL yy EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. FIRE LINE 1 PLAN �-4 sTA:o+15.01 (BEND, INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR 1 INSTALL 4'VERTICAL 90'BEND, WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE F1.0 Scale In Feet RISER AND OS&Y PER COB.STD.NO.02660-13 a ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS, STREET SCALE:1"=20' 20 0 20 IMPROVEMENTS, AND FIRELINES ONLY.) 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED 6 0 6 UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. Scale In Meters 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED INSTALL 4'FLANGED OS&v � 3 FIRE RISER ROOM DETAIL 2 Scale On Feet 2 AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. VALVE PER DETAIL 4/F1.0 6. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED, UNLESS OTHERWISE SPECIFIED. ,�, F1.0 SCALE:1"=2' 7. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED 0.6 0 0.6 CV DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE 475 M 750 Scale In Meters INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN IN ACCORDANCE WITH COB DRAWING NO. 2660-13. I mo'+°j r��a ,GEC `I 8. FIRE LINE INSTALLATION SHALL CONFORM WITH THE i -°Xf1O°10Y REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE 1'MI �� AHrY .$FANGED OSI&VALVE STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. ran "D S(DOUBLE CHECK VALVE Ff7'-I F.F.E:4,747.5 MIN.REWIRE]AEIJh RESTRAIN ALL JOINTS WITHIN 9. THE 4" FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND �^ 4"OR LARDER GLASS 51 z6 CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINT OF DUCIRE IRON WE N- IlAS'INDICKAEEB=ED ON) SPECIFIED LENGTH FROM FITTING 0 CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN PROPO ED GRADE r 4 333 THE BUILDING. .•' ^ ...,: FITTING LENGTH (FT) NOTE 10. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY •MECHNIM/L 3/4'MIN.RWI ROE,INSFALLID IN EVERY OTHER AVAILABLE M.J. 90 BEND 10 CONTRACTOR/OWNER AND APPROVED BY COB BEFORE THE FIRE BOLT HOLES(TYPICAL)-5/8•RODS ACCEPFABIE FOR 4•UNES SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. M''1N� 4" GATE 76 11. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN sv BEND wITH THRusr BLOCK VALVE PLACE, OR SUFFICIENT INSULATION INSTALLED OVER THE LINES 474 _ _ _ 4745 IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE - J _ _ , 8"X4" TEE 3 (BRANCH) N I TAPPING TEE d:VALVE, CITY OF BOIDYN REMIIREMEMS FOR NBFAIAIgN OF WILL BE ACTIVATED. r OR INSFPII VALVE AT DOUYE CHECK VALVE ASSEMBLY 12. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH L PROPERTY LINE(TYPICAL rTl O "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH FOR ALL RISER CONFIGURATIONS) 1. TM FRST MIM"1,6 a IM MMrq Y-II M e u IMM4 flange! w 0 u""°''-"""M °�Y«MM,°«m°"m«""n""�« JOINT RESTRAINT TABLE EDITION MARCH 31 2011 (SECTION NUMBERS WITH MPW Ex NG GRADE z AA mnN.cl x va..A«.nbk...Mll M: 5 UL-MM . PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF a 12'PVC b. Apprw.E by Dm U-Ity a S.uUem C.In.mb FmMakn far F1.0 SCALE:NlS O ^ O BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS PROVIDE FHT B E, cm«Coo«p�kn w�ua°m N,q Ik R«°-.h JUSCMDORR)w F.L�STORM PIPE 7 cv-eDcn in m.pmPce°a pc.nkn(«rums-M -0.- STANDARD SPECIFICATIONS, 6TH EDITION, 2017." o WATER-TGHT CONNECTION PP,I-Pb-, FOR ALL WALL OR FLOOR A. In.l.11etl«eh..n m um appr.«E pbm. 13. FIRE LINE O A CLASS 1 SYSTEM. PPE PENEIRA7IONS. a A eew as um a.H«Y 1 M k Ib Immnma.y 1mb.bp a. l 14. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS 6.' MINIMUM DA.b Ch«k MM A..-nby(ebrm°h«k«I lbw«n«r/.A I!`�rl' COVER(TYP.) m.t-,.k.)-.Iw.n-u-.ppm p.«.PeddrE M..Imm.net SPECIFIED BY ENGINEER. ft_Wn'°' TABLE 10.10.2.1.3 FLOW REQUIRED TO PRODUCE /� "15. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM 4. A Doubts at«at cn«k va«AAwn mPy M«°°.Iln°e°"°-" VELOCITY OF 10FT�SEC (3.0 M�SEC� IN PIPES p.l � U INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR Flaox ay^.Hb.em.n'"°"'' TM°ma-be °e'�u.G`= Ilele h a"°h Vd«.MII how°Doubts Ch«k V.M N«by ink.IME.hkh m«Y 1`-Jll ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED 474 740 1n.«m.indclkN-,-iMrle weeRM4.bP»in r°°elnm-A numb°`two. NOMINAL PIPE SIZE FLOW RATE PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY s. x-+:-rta 1n.mll°n-.m«t M°.1-a 2'°b«.tM flnNhea RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL ICAL °oac IN. MM GPM L/MIN JOINT 8. ll-M«M«M-muk M c minimum a z'fiom any outeMe«II. OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL OSHA INSTALL CONCRETE oM°minimum a 1'nom.nY int.rlor«II. 2 80 too 380 REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS THRUST BLOCK 10'YAK• 7, m.Immml n,.emk.nn.mwll M.mnknem e.s•, BOTH FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK _ _ M,R.a 7s•b"�n,.a.fl M qma.. 2.5 65 150 570 PERFORMED BY THE ENGINEER. r pp gplp M71H £:•'. a w•m.°-•nm n«ePP.t--mm�.ME M•w.mlmmnm P.. 16. USE JOINT RESTRAINT AT ALL REDUCERS, TEES, BENDS, AND �- THRUST BLOCK mWp a In M. 3 80 220 833 VALVES AS SPECIFIED IN THE JOINT RESTRAINT TABLE (5/F1.0). B. N m..sA«n«.4•.na-«r m-II M cb«s1 DemM Imn IN«. 4 100 390 1,500 17. ALL WATER FROM FLUSHING SHALL BE DISCHARGED AND - 1a.u«.iann: TM Doubt.cn.m,v.M Avmby.MII M agml in.i« STORED IN A WATER TRUCK AND HAULED OFF-SITE. (a°b«eu.Dp�bmmirp qPe a.ma-(Ppanem).ne mymnq qP.ebm.LF 5 125 610 2,300 18. V-BID ENHANCED POLYETHYLENE ENCASEMENT SHALL BE USED INSTALL 74 LF F CLASS 51 4'DIP I-1'MN"2'YAK ON ALL UNDERGROUND DUCTILE IRON PIPING IF GEOTECH TYPE BACKFILL 6 150 880 3,350 EXISTING E. PVC PER NPPA-24 FlG A10.8.3.1 REPORT INDICATES PRESENCE OF CORROSIVE SOILS. INSTALL(1)2"THICK SANITARY SEWER & zoo 1,560 5,900 BY 4'MAU BY 8'RIGID 473 FOAMULAR 600 ORMAIN 735 - 2'YIN.,3'YAx CIPARANCE 10 250 2,440 9,250 Issue Date:091112023 REMtVE EXISTING 8 ABOVEAPPROVED EQUAL LF 'DIP PIPE12 300 3,520 w� NFPA 24 FLUSHING FLOW REQUIREMENTS STANDARD FIRE SERVICE _ F1.0 0+50 1+00 1+50 CITY OF BOZEMAN NONE LINE INSTALLATION NO. 02200313 SCALE:NTS 0 FIRE LINE 1 PROFILE STANDARD DRAWING FOR CLASS I,11,&III SYSTEMS REV:APRIL 2013 AS-BUILT o 2 09 1 2023 F1.0 SCALE:1"=20' HORIZONTAL, 1"=2'VERTICAL 4 FIRE SERVICE DETAIL F1.0 SCALE:NTS #210181/180137 LEGEND OF MOAT 9 Q. o PROPERTY BOUNDARY LINE MARK A. CHANDLER EASEMENT LINE ) 1,7, NO. 9516 S S-V EXISTING 8"WATER MAIN fi 11 oy9� 410ENSEO �O V a"w EXISTING 4"WATER LINE w EXISTING WATER SERVICE I E"ss PROPOSED WATER SERVICE I Sheet 2 OP 2 4"ss PROPOSED 4"SEWER SERVICE 4"ss EXISTING 4"SEWER SERVICE - PROPOSED UNDERGROUND ELECTRIC LINE rs is As - coNV PROPOSED COMMUNICATIONS LINE .. a..g . Gas a. s PROPOSED GAS LINE �ORTFi i 2�� AVE �..b a ss EXISTING SANITARY SEWER MAIN R.O.W) LU I EXISTING STORM SEWER -e'w e'w a"w�K,a"w�A.w a"w a/"w a"w a"w F EXISTING 4"FIRE SERVICE m ► PROPOSED 6"FIRE SERVICE STA:0+58.50 0.7' REMOVE 4"CAP&INSTALL 22.5 VERTICAL UPWARD BEND EXISTING CURB AND GUTTER W/JOINT RESTRAINTS AND THRUST BLOCK I ® EXISTING CURB STOP INSTAL 4" ° j ) INSTALL 4"22.5 VERTICAL DOWNWARD BEND' � I b - ® PROPOSED CURB STOP N -W/JOINT RESTRAINTS AND THRUST BLOCK j 2,5' ,♦, Pa EXISTING WATER VALVE 11s. m STA:0+75.10 4" ) I-I PROPOSED WATER VALVE STAO+I15.58 w INSTALL 4"-90'BEND EXISTING 8"X4'TEE hfi SEE FIRE RISER ROOM DETAIL 3/F2.0 " ® EXISTING SANITARY SEWER MANHOLE b 9 I II N '1 j j 19 i 8 STA:0+18.09 _ EXISTING 44"GATE VALVE.,24 ®° 2"RISER TO WATER METER 1 5 2.5' �a a� BENCHMARK �O ® Ye ey ® 4"RISER TO OS&Y VALVE 3 0 3 I TOP OF SET NAIL (C&H RPC. #21) 2"DO MESTIC ss„ ELEVATION = 4749.66 FEET WATER SERVICE -� a o p�q I DATUM = NAVD88 '7 LJJ I I I I I I I I I LOT 5B LEGAL DESCRIPTION 66,987 Sq. Ft. W a LOT 5B,AMENDED PLAT OF LOT 5,ANNIE SUBDIVISION PHASE 2[PLAT J-204-A] 1.5378 Acres LOCATED IN NE 1/4,SEC.6,T.2 S.,R.6 E.OF P.M.M.,OZEMAN,GALLATIN COUNTY,MONTANA c ®�� ] I--I, �® CITY OF B d%I�H �R2 C. & PROPOSED 16-PLEX FJ-I GENERAL NOTES - FIRE SERVICE LINES z FIFE: 4,746.09 �W 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING J DD PLANS AND SPECIFICATIONS. ILL] 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND " N k > a SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN m W APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN G_ QI ENGINEERING DEPARTMENT. DO 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR '° ° ❑ SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. 1 FIRE LINE 2 PLAN Z 9 INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR Scale In Feet WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE F2.0 SCALE:1"=20' ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS, STREET 20 0 20 IMPROVEMENTS, AND FIRELINES ONLY.) o 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED 01; 6 0 6 UTIL5. THEIEIES NGINEERR TO THE AND THE CITY OFNG OF BOZEMAN SHALL BEN Scale In Meters NOTIFIED Scale AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. oho 0 5� Scale In Feet 6. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE 5o q �c� 0d,�. 3 FIRE RISER ROOM DETAIL 2 a z PAVED, UNLESS OTHERWISE SPECIFIED. yey6°9�h p" cFa� F2.0 SCALE:1"=2' 7. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED Y,OX,p�bk�� ��5 0.6 0 0.6 N DOUBLE NTALLEDHBYK BACKIFLOW THE OWNER FORVENTION DEVICE MUST BETHE NEW BUILDING(S)S Scale In Meters SHOWN IN y"p� o`o 6^,yak ACCORDANCE WITH COB DRAWING NO. 2660-13. 475 y 'b 4750 Y I,■■ p,.�r••«wr.o ..�_ ,G,E,� RESTRAIN ALL JOINTS WITHIN 8. FIRE LINE INSTALLATION SHALL CONFORM WITH THE F.y�so wM�oxa. _ SPECIFIED LENGTH FROM FITTING REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE ��\ A,«.y -$FLANGED OSa VALVE QI STANDARD. THE 4" FIRE SERVICE LINE INCLUDING THE OS&Y FITTING LENGTH (FT) NOTE FI VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. eeb INSTALL 4"FLANGED OS&Y pDOUBLE CHECK VALVE Ffi-I VALVE PER DETAIL 4 F2.0 � MIN.REOUIREM 90 BEND 8 9. THE 4" FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND ,'a hM / 4'HM IAVMER ClAS3 a1 `T p7p <90 BEND 7 O y 6 w a�x AS INDICTED ON A SDI CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINT OF 'oX°^moo B((c(I(F +IN>E lT'PJ FLOORE'.s"`6A°Ra""m••••• pMPROVm PLAN(S) CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN `'��` S'" < 1•MIN. ,'.;;'.::'•:` <90 BEND 30 THE BUILDING. �}� �� � 10. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY oa 6 2 MAX.Mom F.F.E.=4,746.09 •MECHYIM/L 3/4"MIN.RWI ROE,INSTALLED IN EVERY OTHER AVAILABLE M.J. ,�0'6,,CPP JOIM BOLT HOLES(TYPICAL)-5/9"RODS ACCEPTABLE FL)R 4"LINES 4" GATE1.4 CONTRACTOR/OWNER AND APPROVED BY COB BEFORE THE FIRE o"�� " INN VALVE 40 SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. •t1'•b� ai�y� O PROPOSED GRAD 9P BEND WITH THRUST BLOCK 11. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN `��}` ® .. PLACE, OR SUFFICIENT INSULATION INSTALLED OVER THE LINES 8"X4" TEE 3 (BRANCH) EXISTING GRAD WILL L B OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE . CITY OF UOIDBL RTHJUIRIBIEMS FOR AISTADATXM!OF N TAPPING TEE d:VALVE, DOUBLE CHECK VALVE ASSEMBLY WILL BE ACTIVATED. 474 745 OR INSTALL V/LVE AT 12. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH S PROPERTY LINE(TYPICAL JOINT RESTRAINT TABLE W O "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH G FOR ALL RISER CONFIGURATIONS) 1. T FIN TRIbY In•M•of as bulNnq M�II be a M IMW RanpaE X• Wy o MamN.ossr«M a.«m.-«a.Rm«Mm na. F2.090 EDITION MARCH 31 2011 (SECTION NUMBERS WITH MPW z AA DaaN•CI. Va Aeswnbm••Mll a: SCALE:NTS O koo UL ar M mmE. r_ PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF b. pO M a U-Ity m saaa.m Caln•mb F«mmka r« w BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS PROVIDE FE%IBIE, "'Co^"E^• ^C•^4ol°^E HHyyE4 nc Ro••ach fuscrLlY.wR)r« O U WATER-TIGHT CONNECTION a clam P,aPu••E p«ilYan(«rtlwl a M mortal)«Marn« STANDARD SPECIFICATIONS, 6TH EDITION, 2Q17." 6.9' FOR ALL WALL OR FLOOR In•IOIIeE«eh•.n«ux app-P.- 13. FIRE LINE IS A CLASS 1 SYSTEM. * PIPE PENETRATIONS. a A m.aM u«Eeme M•ll b•kMak•E Imm•Ebmy Tab.laa a. TABLE 10.10.2.1.3 FLOW REQUIRED TO PRODUCE 14. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS O Doubts CMok MM A••wnby(.Wm ch«k«M,1bw«n«r/akm,. mM.,M:.)«•h•.n-a•oppm Pb«.Puddlsty«Rm slam.rot VELOCITY OF 1 OFT/SEC (3.0 M/SEC) IN PIPES SPECIFIED BY ENGINEER. oaTP,tmJ PP an«amm•. r 15. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM _ 4. A D«M•D.t«m,Ch«k wN•A•«m moy b.«•E.Rho.mneoa NOMINAL PIPE SIZE FLOW RATE A r1 U INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR � m.m FLOOR GTy m B11=mM.. Th.m•ta I°°pp ba't Vd«•boll Imo«a Doubts Ch«k VaM N«My TIME Mkh 11,••m ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED kw z a.«m.i«mlkRbn aEmHa.P•aiR•E abay:IP rpklmPaot comb«fro. IN. MIA GPM L/MIN PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY x xolmoota,o.mllaaon mu•L b.a.1-M 2'above lM ftwi-I 6.5'MIN. n°or. 2 50 100 380 RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL 474 COVER i 740 MECHAN «n,or z•naa,JOINT a Tn.m«Fn«Er m«t a a mimmaa aPy Dowse OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL OSHA aaa a mmlmPm a 1'rmm am mmEOF«II. z.s 65 150 570 REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS 70,w'' 7. TM ImwnlOp nm«mk.n".4wll a a makaam e.s•,aaa a ma.- 3 80 220 833 BOTH FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK kom a 7W b•bw a.fl M ymaa PERFORMED BY THE ENGINEER. W BEND WIIH .41" INSTALL CONCRETE a AI m...•na.n«aPPawwa«••Mk hae a mmlmam Pm•wm 4 100 390 1,500 16. USE JOINT RESTRAINT AT ALL REDUCERS, TEES, BENDS, AND PROPOSED THRUST BLOCK THRUST BLOCK 1°B^4°I 1n M. 8"SANITAR B. AI m..sE«n«.4'aaE laa.r x,an b.cb«s DaauM Imn PI«. 5 125 610 2,300 VALVES AS SPECIFIED IN THE JOINT RESTRAINT TABLE (5/F1.0). SEWER 17. ALL WATER FROM FLUSHING SHALL BE DISCHARGED AND CROSSING 10.U«Mnnn: TM D•uble ChaE,V•M Awmby Mull ba p«I in.,« m boa a•kxomirp WI,•aomomr(up•1,«m)sae oVtyomn qp•ebm•mF 6 150 880 3,350 STORED IN A WATER TRUCK AND HAULED OFF-SITE. 18. V-BID ENHANCED POLYETHYLENE ENCASEMENT SHALL BE USED F2�go I-1.MN"2'YAK 8 200 1.560 5,900 ON ALL UNDERGROUND DUCTILE IRON PIPING IF GEOTECH 'PFSTso;�39s�o •PER NPPA-24 FlG A10.8.3.1 10 25o z.aao s,2so REPORT INDICATES PRESENCE OF CORROSIVE SOILS. �4/yF'!p' 12 300 3,520 13,300 C 2'YIN.,3'MAx CIPARAN:E Issue Date:091112023 C --: ABOVE FlNSHED FlDOIt 473 735 M NFPA 24 FLUSHING FLOW REQUIREMENTS w�JLI F2.0 SCALE:NTS mow °Sr STANDARD FIRE SERVICE CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13 °F STANDARD DRAWING NONE DEC 2003 AS-BUILT FOR CLASS I,11,&III SYSTEMS 0+50 1+00 REV:APRIL 2013 0 9 1 2 0 2 3 ` 2 FIRE LINE 2 PROFILE a FIRE SERVICE DETAIL F2.0 SCALE:NTS F2.0 SCALE: V=20' HORIZONTAL, 1"=2'VERTICAL #210181/180137