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Home My WebLink AboutMarriott Residence Inn i CITY LIMITS PROJECT J LOCATION e 1 n� NOTES: Catron St. - - - ONLY FITTINGS ALLOWED BETWEEN aj FIRST OS&Y VALVE AND BACKFLOW ' Burke - ASSEMBLY TO BE 90'BEND. X 0.,.0 NO PRESSURE GAUGES OR 2.2' TO(W) WALL PRESSURE GAUGE FITTINGS WILL 4.5' TO (N) WALL r' J ^ 4T Simm I Trail BE ALLOWED ON THE TEST PORTS `-OF ANY BACKFLOW ASSEMBLY. 3 :OS&Y VALVE / w \ O_ aEXISTING 12" N W WATER MAIN Dead an STA. D+DO MARRIOTT 14• rC o RESIDENCE INN FUTURE FINISHED FLOOR ille Ih�a U '2 STA. 1+62.05 -FLANGE THREADED ON STANDPIPE \ m 3/4- MIN. RED] ROD, INSTALLED IN EVERY OTHER MJ BOLT HOLES (TYP.) VICINITY MAP m STA. 5*BEN61 D 22.5'BEND r' W - 0 76' CL 51 D.I. FIRE C SERVICE LINE STA. 1 70.03 FLANGEDOS&Y. - 6" DI 90'BEND, MJ W/MJR . W/ THRUST BLOCK PER COB STD DWG 02660-13 FUTURE GENERAL NOTES: BUILDING 1. ALL MATERIALS AND WORKMANSHIP CONFORM TO MONTANA BY OTHERS PUBLIC WORKS STANDARDS, AND CURRENT CITY OF BOZEMAN MODIFICATIONS. 1 BA 2. PIPE BEDDING AND CKFILL WITH ALL PIPES ARE BEDDED 1 MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE --- -- - TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. MA'47AIN 2' CLEAR ELEVATION-FIRE SERVICE NE RISER NOT TO SCALE WATER OF OUTSIDE WALL AP D 1' CLEAR OF CITY OF BOZEMAN REQUIREMENTS FOR 3 HIYDRANTS, ON EXIISTINGTY FORCES TO TP BLICE ALL VMANS� INCLUDING FIRE INSIDE WALL 4652.0 - INSTALLATION OF DOUBLE C ECK VALVE ASSEMBLY 4. ALL WATER MAINS ARE CLASS 51 DUCTILE IRON. ALL WATER 1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER MAINS AND SERVICES INSTALLED WITH A MINIMUM 6.5' OF COVER FUTURE OS&Y VALVE THE SAME SIZE AS THE FIRE SER ICE LINE. TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. FINISHED GRADE FU RE FIN ED FLOOR 2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: 4650.0 A. UL OR FM LISTED. 3 B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION - 3 CONTROL AND HYDRAULIC RESEARCH (USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICAL OR HORIZONTAL) AS SHOWN ON APPROVED PLANS. C. INSTALLED AS SHOWN ON THE APPROVED PLANS, 4648.0 X v --- _ _ _ 3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOW SENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED m m EXISTING w PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. ? a o a GROUND a 4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN 0 ,o METER. THE METER LOOP OF THE DOUBLE DETECTOR CHECK VALVE SHALL HAVE A DOUBLE CHECK 4646.0 o oo� in�a = '+ VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN a� a�< N`+°II +II REQUIREMENT NUMBER TWO. ao ao o� �z�Q II o 4� o d� 5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF 2 ABOVE THE FINISHED FLOOR. 4644.0 6. THE FIRE SERVICE RISER MUST SHALL BE MINIMUM OF 2' FROM ANY OUTSIDE WALL, AND A MINIMUM OF 6" CL 51 D.I. 1' FROM ANY INTERIOR WALL. FIRE SERVICE LINE 7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 4642.0 , 8. ALL FIRE SERVICE LINE APPURTENANCES SHALL BE A MINIMUM PRESSURE RATING OF 175 PSI. 170 LF OF 6" DI CLASS 51 FIRE SERVICE LINE (HOT TAP TO RISER) 9. ALL FIRE SERVICE LINES 4" AND LARGER SHALL BE CLASS 51 DUCTILE IRON PIPE. 10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZE TO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER (DOWNSTREAM). FOR EXAMPLE, A 4" FIRE 4640.0 SERVICE LINE SHALL HAVE A 4" DOUBLE CHECK VAL ASSEMBLY. INSTALLED CONCRETE THRUST BLOCK PER STA. 1+70.03 C.O.B. STD DTL INV. ELEV. 4642.0 02660-1 INSTALLED 90'BEND UP WITH 4638.0 MEGA-LUG RESTRAINED JOINTS. INSTALLED �4" MIN. REDI ROD IN EVERY OTHER M.J. BOLT HOLES BETWEEN BEND AND OS&Y VALVE 4650.0 w m m N J W 0+00 0+50 1+00 1+50 2+00 �I�-q C �f�� D�d v V V ING NO. REVISIONS DRAWN BY DATE 0 20 40 60 T PROJECT 0: 05-001 SHEET 'Hq RESIDENCE INN BY MARRIOTT Civil Engineering 32 DISCOVERY DRIVE DATE: 03/22/2006 T�y SCALE: 1 INCH = 20 FEET i'#m; * r 1 Land Surveying BOZEMAN,MT 59718 FIRE SERVICE ]FIRE SERVICE PHONE(406)382-0221 MARRIOTT-RESIDENCE INN PROJECT ENGINEER: JDB DRAWN BY: LJG ,L ALLIED Geotechnical Engineering FAX(406)582-5770 DESIGNED BY: CGB REVIEWED BY:JOB �tA."o ,�� BOZEMAN,MT ENGINEERING FIRE SERVICE L\2M\C6-=watt li I i I � ` CITY LIMITS P OJECT LO ATION Catron St. ai SURVEY CONTROL Burke x COORDINATE TABLE / Simm I Trail FITTING NORTHING EASTING 12x4 TEE 14146.44 42744.74 Dead n 22.5'BEND 14170.22 42790.91 A \ 90'BEND 14201.73 42818.28 ille a 4" DI CL 51 WATER I SERVICE LINE FUTURE Q� LANDSCAPE DRAIN \ a 3 R(�Z�' 0+93.45 l~\J k' RL=3� 90'BEND STA. D+DD VICINITY MAP a 0+52.08 53' 22.5'BEND STA. 0+9 .20 _ _ _ RISER INS ALLED PER COB ~ RL-14' DETAIL 02660-12 FUTURE GAS SERVICE iV1ARRIOTT \ LINE RE$IDEi}dCE INN b FUTURE GUIDING BY OTHERS WATER SERVICE = PLAN VIEW BACKFLOW PREVENTION ASSEMBLY MUST 4652.0 - CONNECT DIRECTLY TO METER/ STRAINER. GENERAL NOTES: REQUIRED BACKFLOW PREVENTION DEVICE TO 1. ALL MATERIALS AND WORKMANSHIP CONFORM TO MONTANA BE DETERMINED BY WATER SUPERINTENDENT. APPROX. LOCATION FUTURE LANDSCAPE PUBLIC WORKS STANDARDS, AND CURRENT CITY OF BOZEMAN DRAIN CROSSING MODIFICATIONS. NO PRESSURE GAUGES OR PRESSURE .-METER 4650.0 FUTURE FINISHFUTURE FINISH FLOORNISH GRADE 2. PIPE BEDDING AND BACKFILL. ALL PIPES ARE BEDDED WITH GAUGE FITTINGS WILL BE ALLOWED ON MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED THE TEST PORTS OF ANY BACKFLOW 7 WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE PREVENTION ASSEMBLY. TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. _ FLANGED OSdcY VALVE 4648.0 f � FLANGE TO BE THREADED ON STANDPIPE, EXISTING 1 6.5' MIN. COVER 3. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE M.J. TO FLANGE ADAPTORS NOT ACCEPTABLE GROUND HYDRANTS, ON EXISTING PUBLIC MAINS. (TYPICAL FOR ALL RISER CONFIGURATIONS) w 4. ALL WATER MAINS ARE CLASS 51 DUCTILE IRON, ALL WATER 14" ABOVE 4646'0 0 1 MAINS AND SERVICES INSTALLED WITH A MINIMUM 6.5' OF COVER FINISHED FLOOR FLOOR z m w 0 TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. a n 8m yw c0v�w ` ,r' .,r.•'� - - a� a inn m m m 5 5. ALL RESTRAINED JOINTS ON THIS PLAN (RL=RESTRAINED a �r + +Na 4.5't + + w LENGTH) ARE MECHANICALLY RESTRAINED WITH MEGALUG OR 4644.0 :`g II Do< Do DFrn EQUIVALENT RESTRAINT SYSTEM. 3/4" MIN. REDI-ROD, INSTALLED Nw ti, w F, rn Z RISER INSTALLED PER MECHANICAL fIN EVERY OTHER AVAILABLE M.J. - rn�= m a In Z a COB DETAIL 02660-12 JOINT BOLT HOLE (TYPICAL) ry ,y 4642.0 \\`� 90' BEND WITH -�`V THRUST BLOCK 42 LF LE. 4642.05 4" DI CL 51 WATER .a • 4640.0 52 LF 1143TALLED CONCRETE V4" DI CL 51 HRUST BLOCK PER WATER W C B DETAIL 02660-1 5 WATER SERVICE RISER DETAIL 4636.0 REFER TO COB DETAIL, 02660-12 4636.0 'a Y 0+00 0+50 1+0o REC'0R D WATER SERVICE - PROFILE IEW DRA , ING 8 NO. REVISIONS DRAWN BY DATE HORIZONTAL S2AOLE VERTICAL SCALE NT4 4 PROJECT M: 05-001 SHEET RESIDENCE INN BY MARR O T 2z'm32 DISCOVERY DRIVE DATE: 03/22/2006 Civil Engineering OF * Land Surveying BOZEMAN,MT 59718 WAT. SERVICE 1 INCH - 20 FEET 1 INCH = 2 FEET DOMESTIC WATER SERVICE. ALLIED Yl g PHONE(406)582-0221 MARRIOTT-RESIDENCE INN PROJECT ENGINEER: JOB DRAWN BY: LJG Geotechnical Engineering FAX(406)582-5770 BOZEMAN, L:\2003\OS-001 MMRIOTT MT ENGINEERING DOMESTIC WATER SERVICE i1�e► sersv�cEs.wc. DESIGNED BY: JDB REVIEWED BY: