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Home My WebLink AboutGran Tree Inn Fire Service Line GRAN TREE INN FIRE SERVICE LINE CONSTRUCTION NOTES » °`�T "9 CLASS 1 SYSTEM GERA!0 •+ 1325 NORTH '7TH AVE . "T / BOZEMAN, M 0 N T A N A AS PER CITY OF BOZEMAN FIRE LINE 9F � � POLICY MAY 31, 1997 O- 90' BEND WITH THRUST BLOCK. RA BY; KWO -- 1FIRE SERVICE LINE 7 _ CHECKED 8Y' BM PREPARED FOR: — -L 2 4" CLASS 51 DUCTILE IRON PIPE f O(tyP) DRAWING DATE: DEC.3,2001 GRAN TREE INN —I 2�• —I�—1'°�ESnO SER"GE LINE I O 8 REMSION DATE: BOZEMAN, MONTANA 59715 / o O O-Y4' MIN REDI ROD, INSTALLED IN HALF MECHANICAL / \� OLT HOLESOF E(TYP.) I.E. EVERY FOTHER LANGE HOLE. PROJECT LOCATION KENNEDY OS&Y VALVE. ti �'.` wF0. i_ I O- CONNECT TO EXISTING 4" D.I. 28 mR=m 9 67, I - DOMESTIC WATER SERVICE LINE. a m no O- DOUBLE CHECK VALVE (by others). w t iO MECHANICAL ROOM I O CNSERVICE LINE. NECT TO STING NEW FIR SERVICE - --- _ _ _ ._ .... _ - - LEAVE CAP AND SCALE: 1'=S ---- _ _ CAP EXISTING MAIN. ' �� _ 1 - � -'--•----_-__--1+p0 EXISTING a'WATER SERVICE LINE I .� — y_ a+o LEGEND I NEW ATER I ISERVI E K -^� CONTOUR LINES I I L- _- - wm- -: - 12 SP ..aa,,_ $ RIGHT OF WAYjPk01'EkIY LINES -�- I I a•FIRE h�-\y }o• '�' _ ------- EXISTING EDGE OF GRAVEL ROADWAY --- - AA I1 y WATER R EXISTING EDGE OF ASPHALT ROADEMMG > - - EXISTING CMP CULVERT _ Ql-Ily! Z VALVE —W-- EXISTING WATER MAIN TSTBA EISTI G K _ � �,Y up D4 EXISTING WATER VALVE -- - _ - C /R' - 1 I' } EXISTING 6- .-.. "� EXISTING FIRE HYDRANT f ly' U I WATER UNEJ 1IIIIII EXISTING SEWER MAIN EXISTING SEWER MANHOLE F<e - R ' PROPOSED SEWER SERVICE FIRE LINE PLAN VICINITY MAP PROPOSED BIOWATTLE BARRIER o J SCALE: 1"=20' SCALE: NTH GENERAL NOTES CITY OF BOZEMAN REQUIREMENTS FOR LEGEND � [� INSTALLATION OF TRAFFIC CONTROL. DOUBLE CHECK VALVE ASSEMBLY FLANGED OS&Y VALVE L� TRAFFIC CONTROL FOR WORK CONDUCTED IN THE STREET WILL BE REWIRED,AND CONDUCTED AS PER MPW STANDARD $ -- 4760 r1 SPECIFICATIONS AND CITY OF BOZEMAN REGULATIONS. J UNDERGROUND OVERHEAD UTILITIES: I-THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE DOUBLE CHECK VALVE MIN. - / / REWIREMENT) AS INDICATED CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT EXISTING UTILITY COMPANIES AND COORDINATE WITH SUCH PRIOR TO AS THE FIRE SERVICE LINE. ON APPROVED PLAN(S) w BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION AND C� - _ Q TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL EXISTING 2_ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE \/ 4755 / Z UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR RESPECTIVE OWNERS. A.UL OR FM LISTED. `// Q B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC F- ONE CALL UTILITY LOCATE ......................1-800-424-5555 RESEARCH(USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION(VERTICAL OR HORIZONTAL)AS SHOWN ON APPROVED PLANS. Z C.INSTALLED AS SHOWN ON THE APPROVED PLANS. O ONTRACTOR SHALL MAKE ARRANGEMENTS WITH UDOTY COMPANY TO PROTECT,SUPPORT AND/OR RELOCATE ALL EXISTING NO PRESSURE GAUGES OR PRESSURE C / GAUGE FITTINGS ALLOWED UNTIL UTILITIES.UTILITY BOXES OR UTILITY POLES AS NECESSARY WRING CONSTRUCTION, 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY(ALARM CHECK DOWNSTREAM SIDE OF ASSEMBLY W Z Z VALVE,ROW SENSOR/ALARM,METER,ETC.)AS SHOWN ON THE APPROVED PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON Q PAVEMENT SECTION REPLACEMENT. DRY SYSTEMS. 6 GE TO BE T�IREADED ON STANDPIPE,M.J. Z z THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED AREAS OR SURFACES TO THEIR TO FLANGE ADAPTORS NOT ACCEPTABLE EXISTING GROUND W PRECONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL AND PAVED SURFACES WITH LIKE KIND 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP /\/�'' (TYPICAL FOR ALL RISER CONFIGURATIONS) �I LLJ N MATERIAL OF EQUAL DEPTH. ASPHALT SHALL BE HOT PLANT MIX SURFACE COURSE. THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME PROVIDE FLEXIBLE,WATER-TIGHT —{^ { - - 4745 w 0 INSTALLATION CRITERIA SPECIFIED ABOVE IN REWIREMENT NUMBER M. CONNECTION FOR ALL WALL OR J --- — - - _ Of TOPOGRAPHIC SURVEY: FLOOR PIPE PENETRATIONS. FF- 4730.0 -- - ELEVATION ARE BASED ON CONTOUR MAP FRONDED BY TOPOGRAPHIC SURVEY CONDUCTED ON 10/10/2000 AND THE 5.HORIZONTAL INSTALLATIONS MUSE BE A MINIMUM OF 2•ABOVE THE FINISHED FLOOR. 1'MIN,2'MAX. ABOVE LOCATION AND OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS 3 OF UTILITY COMPANIES OR CITY OF BOZEMAN RECORD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR 6. THE FIRE SERVCE RISER MUST BE A MINIMUM OF 2 FINISHED FLOOR 186 LF 4'DIP CL 51 z W 'FROM ANY OUTSIDE WALL, AND A MINIMUM OF I'FROM ANY INTERIOR WALL ai O FIRE CE LINE - d740 Q LJ COMPLETE YM THE CONTRACTOR MUST CALL FOR UTILITY LOCATION AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND ^ < Q REQUEST EXACT FIELD LOCATION OF ALL UTILITIES ICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON PLANS OR 7- THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5%AND A MAXIMUM OF 7.5'BELOW THE FINISHED GRADE. / ,. ` � u � _ SPECIFIED IN SPECIFICATIONS. l\2 K^ 8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI MECHANICAL JOT - - \ ~ SPECIFICATIONS: I✓ WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH MPWSTANDARD SPECIFICATIONS AND CITY OF BOZEMAN STD 9.ALL FIRE SERVICE LINES 4"AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. ----- ------ - J.I Z REVISIONS INCLUDING STD DRAWINGS NO(S)MPW 02221-1.MPW/BZN REVISED 02718-1.BZN 02718-8.BZN 02213-2. O��• BZN 02718-4.BZN 02718-5. TO.LINE SIZING. THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER 1 La7 (UPSTREAM)AND OUTGOING PIPE DIAMETER(DOWNSTREAM).FOR EXAMPLE, A 4-FIRE SERVICE LINE SHOULD HAVE A 4•DOUBLE ONLY FITTINGS ALLOWED BETWEEN FIRST N FIRE LINE POUCY: I'7 CHECK VALVE ASSEMBLY. OS&Y VALVE AND BACKFLOW ASSEMBLY FIRE LINE CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF BOZEMAN FIRE LINE POLICY MAY 31,1997. TO BE EITHER 90•BEND AND/OR //1 INCLUDING STD DETAIL NO. 02719-3(2000), SHOULD THIS INSTALLATION CRITERIA BE IMPOSSIBLE,OR UNDESIRABLE, THE FOLLOWING MODIFICATIONS MAY BE MADE: REWIRED SIZE REDUCTION PIPE AS - - - 4730 A.THE INCOMING PIPE DIAMETER(UPSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE CHECK VALVE ASSEMB, DESCRIBED IN TOo BELOW PRECONSTRUCTION CONFERENCE: FOR A MINIMUM OF TEN(10)PIPE DIAMETERS UPSTREAM OF(IN FRONT OF)THE DOUBLE CHECK VALVE ASSEMBLY. A PRECONSTRUCONSTRUCTION. ON MEETING SMALL BE HELD WITH THE CONTRACTOR,ENONEEk,AND CITY OF BOZEMAN PRIOR TO B THE OUTGOING PIPE DIAMETER(DOWNSTREAM)SHALL BE THE SAME SIZE(NOMINAL SIZE)AS THE DOUBLE CHECK VALVE FIRE LINE PROFILE CONSTRUCTION. ASSEMBLY FOR A MINIMUM OF THREE(3)PIPE DIAMETERS DOWNSTREAM OF(IN BACK OF)THE DOUBLE CHECK VALVE ASSEMBL i C.EXAMPLE. :ALE: HORIZ )"=20' PERMITS: - �('� 47'?`: THE CONTRACTOR SHAM BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ASPHALT,GRAVEL BASf,AND CONCRETE INCOMING(UPSTREAM)FIRE SERVICE LINE - 4" SIDEWALK AS PER CITY OF BOZEMAN STD SPECIFICATIONS. THIS INCLUDES OBTAINING ALL REQUIRED PERMITS SUCH AS DOUBLE CHECK VALVE ASSEMBLY = 2" VLRT 1 THE ASPHALT CUT PERMIT FROM THE CITY OF BOZEMAN. OUTGOING(DOWNSTREAM)LINE SIZE a 4• - THE INCOMING UNE UPSTREAM MUST BE REDUCED TO A 2"LINE SIZE A MINIMUM OF 20"(10 X 2")PRIOR TO THE INSTALLATION OF DOUBLE CHECK VALVE: THE DOUBLE CHECK VALVE ASSEMBLY,AND THE DOV45TREAM LINE MUST BE REDUCED TO 2"FOR A DISTANCE OF 6-(3 X 2•) DATUAIr ELEV THE DOUBLE CHECK VALVE ASSEMBLY MUST BE APPROVED BY THE MANUFACTURER AND THE FOUNDATION FOR BEFORE IT IS UPSIZED TO THE DOWNSTREAM LINE SIZE OF 4" 4720.00 CROSS-CONNECTION CONTROL&HYDRAULIC RESEARCH UNIVERSITY OF SOUTHERN W O v rn �n n rn DRAWING No CALIFORNIA.FOR OPERATION IN THE VERTICAL POSITION ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND a a < a ^ n v 99-571 FIRE LINE AS 9UIL-., BACKFLOW ASSEMBLY TO BE EITHER 90'BEND AND/OR a a a a a .>• a v PROJECT No 99-57t REQUIRED SIZE REDUCTION PIPE AS DESCRIBED IN 10.A ABOVE. 1+85.91 1+50 1+00 0450 0+00 C1 . 3 '1 . 3