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Home My WebLink About711 The Marketplace CITY OF BOZEMAN SITE LE END B02EMAu DOUBLE CHECK VALVE ASSEMBLY �PyF�O� ��pO�JNq p ♦ .K2 �� MARK A THE FIRST FITYWO INSDE 0E THE BUILDING SHALL BE A ILL USTED RANGED KENNEDY ON MUELLER OS&Y V W THE SAME SZE +`�`•J`' �X rQ'%t Dry AS TIE FIRE SERVICE LINE ALL DOUBLE CHECK VALW ASSEMBLIES SHALL BE'. SYMBOL DE SC RIP T!ON +�O�1Ptie 2p�� CL'O MM t� CHANDLER _ UL OR FM LISTED. o p .fi 2 ";Z� No. 9518E5 - B APPROVEDOPER TONHE UNIARSTY OF N'Hf PROPOSED POSIERN TON(WRTOL'ALI OR HORIZON 4CHAS CROSS SHARN ON THECAPPROVFDNPLAN HYDRAULIC RESEARCH y0 G P2p A� LQ"P0p- Mal, �1/x4�5�fQ c�- C INSTALLED AS SHOWN ON THE APPROVED PLANS, _ _ /16f11. EXISTING SPOT ELEVATION ? 1 CIStf (IBtlla PROPOSED SPOT ELEVATOR - - OK y1�)+O OKp� y-•'LP\' �� 4CrNFER ROW DETECTION DEVICE R.ET BE INSTALLED INMTHE TRY OWDPLANS FOLLOWING MF DOUBLE CHECK YALW ASSEMBLY(AIARM CHECK VALW. - - - 'Low SENSOR/AIARM.OUTER,ETC.)AS SIDWII W THE APPROWO RAMS. I s BUILDING/BUILDING TIE DIMENSION �p,P S2yy0G-1`O A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAI BE USED WITH A SIANDAR)Ott OF BUFATAN METER. TIE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAW A DOUBLE CHECK VALVE AMWAY INSTALLED WHICH MEETS THE SAYE INSTALLATION 00 4, Sheet I of I CRITERIA SPECIFIED MOW IN REQUIREMENT NUMBER TWO HORIZONTAL INSTALLATIONS MUST BE MWIMUM OF I ABOVE INE FINISHED BOOR. 11If FIRE SERVICE LASER MUST BE A YINIMUY OF 2 IN.FROM ANY OUTSIDE WALL THE COMING FIRE SERVICE LINE SHALL SE I MIN +2 AS BUILT A YAWU OF IV AND A MAXIMUM OF 2.1 BELOW ME FINISHED GRADE. ALL FIRE BL SERVIC SE ZE E LINE APPURTENANCES SHALL HAW A 4NIMUM PRESSURE RATING OF 125 PS ALL FRE SERVIQ LNES AND 4795 - 2•MAX I ¢ W ASSE C ! >> 3= LARGER SHALL BE CLASS 51 DUCTILE MON PPE Nf 9DNG: THE DOUBLE CHECK VALMY SHALL EQUAL N S E TO BOTH THE NCCMING PIPE DAMETER(UPSTREAM)AND WTCgNG PPE DIAMETER(DOWIRSTREAM). FpR EKAMPLC A 4•FINE v gR VCE UNE SHOULD HAW••'DOURKE CHECI VALW ASSEMBLY. UPPER FL C'7`� C �/� SHOULD THIS INSTALLATION CRITEMA BE IMPOSSIBLE,OR UNDESIRABLE THE FOLLOWING MWIFICATONS MAY BE MADE'. A TIE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAW SSE(NOMINAL SZE)AS TIE DOUBLE CHECK VALW ASSEMBLY FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(N FRONT OF)THE DOUBLE CHECK VALVE ASSEMBLY. GRADE � L*•T B THE WLGgMG PIPE pAWTER(DOWIRSTRFAN)Slµl BE THE SAME SZE(NONINK SZE)AS THE DOUBLE CHECK VALW ASSEMBLY 4790 Ste, LLO P B FOR A MINIMUM OF THREE I3)PIff gAYE TIERS OOWNSTREAN OF(IN BACK OF)THE OWBLL CHECK VALVE ASSEMBLY. �' s INCOMING(UPSTREAM)FIRE SERVICE LINE -.• BY OTHERS DOUBLE CH CK v4W ASSEMBLY 2• O. Cq OU1fiO4lG[DOWNS FREAw)LINESZE -4• 2 F U/c ELEC u y THE INCOMING UNE UPSTREAM MUST BE REWCEO 10 A Z•LINE 9ZE A YINMUM OF 20•(10.2•)PRIOR'0 THE INSTALLATION Cf THE 4785 v cWossB+c 2' AS BUILT F DOUBLE CHECK VALW ASSEMBLY.AND THE DOWNSTREAM LINE MUST BE REDUCED TO 2'FOR•DISTANCE OF 6•(3+2)BEFORE IT 15 6 * LO -._ l y V U SIZED TO THE DOWNSTREAM LINE SZE OF 4• WER FLI � 49 LF of I CLASS 57 1. f E S R CE f`,4 R 4780 t w W o NOTES: cRo''FssWc� WSTALL 4"D.I PIPE AND rCW PIPF=filar 23 4"OS&Y VALVE(THIS PROJECT) OS&Y VALVE SHALL BE EITHER 0+00 0+40 W MUELLER OR KENNEDY, AND SEE CITY OF BOZEMAN STANDARD THIS PORTION BY FIRE _ U UL APPROVED DRAWING 02718-6A FOR DETAIL OF SPRW ER DESIGN ENGINEER ) 4' FIRE LINE PROFILE I--E (VERIFY WITH MECHANICAL DRAWINGS) THIS PORTION OF FIRE SERVICE LINE .FINISHED FLOOR - .'I SCALE 1 =20 HORIZONTAL 1 =5 VERTICAL 1. F Ci �un 64 CAP WITH BLOW OFF M+��I 'EA 12' THERS p � .i L I R,yy.'_lfreR I'. �1_� 1'wl OfUVE o 4"OS&Y VALVE I i RAM I 1 EXTERIOR$LAB ^ I I --4NNyP. � �1�/�./�J�g -- �I—( Lu � I I „nil - a KITCHEN , 2 0" NEW 2"DOMESTIC LINE F NA P= _ EXISTING COUPLING S BOIL o INSTALL 1Ux10•xC TAPPING TEE - iv AND 4'GATE VALVE WITH VALVE BOX > L •', ¢ AND THRUST BLDCN I RE CUT ASPHALT AS SHOWN FOR WATER ) S AURANT-1,172 50 FT IrF DRAINAGE AREA 2 AND FIRE TINE.PROVIDE NON-SHRINK I 'F ]_ ROOF ,� ' •- ''• BACNFILL AND 4'THICK BITUMINOUS PATCH :•I 1 " 1,176 SO FT O TO FORMER GRADE REPAIR CURB AND GUTTER AS REOUIREO. ALL-THREAD(VALVE TO 90'BEND '7%e: •,� M B) I EXISTING A Y GRASS_/2,_ INSTALLED 4'CAP WITH THRUST BLOCK I LWWCR SERVCEI' �.A 'STFLANGED 4"DIP ABANDONED EXISTING 4'WATER SERVICE I ZI I I I l r I I I 90'ELBOW WITH THRUST BLOCK NEw 4'FIRE LINE I i' i Ivl`t, rl I/ fTl WASHED ROCK BEDDING I __ `� F•i�J�' nFIRE LINE DETAIL I �VAELVJG HYDRANT LVE 0% 7 C1 SCALE: NTS CLASS I SYSTEM I GENERAL NOTES BENGHMARK TOP OF PROPERTY CORNER -' - ---- O ELEVATION-4790.31 I, ALL CONSTRUCTION SMALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. (CITY OF BOZEMAN DATUM) 1 1 I 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. o�I 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE I-T I L ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS,ETC.. 1 I FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT.INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL O II I EQUIPMENT AND MATERIALS BY THE ENGINEER. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE I I I Main Street W BEGINNING OF CONSTRUCTION. 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. II 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. 7, TRENCH BACKFILL SHALL BE TYPE A.BELOW AREAS TO BE PAVED OR AS SPECIFIED BY MONTANA PUBLIC II VI STD. SPECIFICATIONS- TYPE C BACKFILL MAY BE USED ELSEWHERE AS SPECIFIED BY MPWSS- JAN. 1996, 8. BENCHMARK' RM 12 USGS BM 0-159(BRASS DISK SET VERT. IN NORTH WALL OF FORMER r CHICAGO, MILWAUKEE,ST. PAUL AND PACIFIC RR STATION, SE CDR. OF TNT. OF MAIN ST. AND WALLACE tS T ELEVATION = 4792.86 FEET(CITY OF BOZEMAN DATUM) �I \ 9. THE FIRE LINE TAP INTO THE WATER MAIN WILL BE MADE BY THE CITY OF BOZEMAN WATER DEPT. � AT THE OWNERS EXPENSE. THE FIRE LINE INSTALLATION IS THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. I �I 10. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE pY ly�ll SERVICE LINE STANDARD, THE 4"FIRE SERVICE LINE INCLUDING THE OS&Y VALVE ARE TO BE 60 INSTALLED AS PART OF THIS PROJECT. 11. THE 4'FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR I I p FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVE IN THE BUILDING 12. ONLY FLANGED FITTINGS CAN BE USED ON THE FIRE SERVICE LINE INSIDE OF THE BUILDING, 13. FOR THE CONNECTION TO THE EXISTING 10" WATER MAIN, THE CONTRACTOR SHALL INSTALL THE TAPPING TEE AND TAPPING VALVE. WITH THE CITY OF BOZEMAN MAKING THE ACTUAL TAP AT THE OWNERS EXPENSE. 14, APPLICATIONS FOR WATER SERVICES MUST BE MADE BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. Drawing Ddte: IO�PP�9 15. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION INSTALLED OVER THE FIRE LINE IF 63'OF COVER CAN NOT BE MAINTAINED,BEFORE THE LINE ^3 �W FIRE LINE PLAN - -� WILL BE ACTIVATED. 1/ 16. ALL WORK FOR THE FIRE LINE INSTALLATION SHALL BE DONE IN ACCORDANCE WITH MONTANA PUBLIC WORKS. _ STANDARD SPECIFICATIONS, 4TH EDITION, AND CITY OF BOZEMAN MODIFICATIONS TO MOW SS 47H EDITION, C1 SCALE: 1"=20' DATED MARCH 1R 15 AND CITY LE BOZEMAN OBTAINING FIRE SERVICE LINE STANDARD DATED MARCH 31, 1997. 17 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A STREET CUT PERMIT PRIOR TO BEGINNING CONSTRUCTION. ABI AS CONSTRUCTED