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HomeMy WebLinkAboutEverhome Suites 959 Fowler Ave - Fire Service Line1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGE TO BE THREADED ON STANDPIPE, MJ TO FLANGE ADAPTERS NOT ACCEPTABLE (TYPICAL FOR ALL RISER CONFIGURATIONS) 3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHER AVAILABLE MJ BOLT HOLES (TYP) - 5/8" RODS ACCEPTABLE FOR 4" LINES FLOOR 4" OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP) MECHANICAL JOINTMAIN TAPPING TEE & VALVE, OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) THRUST BLOCK 90° BEND WITH THRUST BLOCK FLANGED OS&Y VALVE 1' MIN TO 2' MAX ABOVE FINISHED FLOOR FLANGED OS&Y VALVE PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. MECHANICAL JOINT 90° BEND WITH THRUST BLOCK FLOOR FLANGED OS&Y VALVE 1' MIN TO 2' MAX 2' MIN TO 3' MAX CLEARANCE ABOVE FINISHED FLOOR COATED STEEL WALL PLATE, 5/16" MINIMUM THICKNESS CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY 1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICE LINE. 2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE: A.UL OR FM LISTED. B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION 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. 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 PLANS. PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS. 4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH A STANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLE DETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLY INSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIED ABOVE IN REQUIREMENT NUMBER TWO. 5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVE THE FINISHED FLOOR. 6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANY OUTSIDE WALL. 7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE. 8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURE RATING OF 175 PSI. 9.ALL FIRE SERVICE LINES FOUR INCHES (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). DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND BACKFLOW ASSEMBLY TO BE 90° BEND DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) DOUBLE CHECK VALVE (MIN. REQUIREMENT) AS INDICATED ON APPROVED PLAN(S) 10'-0" MAX* MECHANICAL JOINTOUTSIDE WALL*PER NFPA-24 FIG A.10.6.3.1 WALLS S S S S 4 8 4 7 48 4 7 48 4 8 4 8 4 8 48464847 484648474848 SS W SS SSSSSSSSSSWWWWWWWW SS W SSSSW W WWWWW WWSSS0+001+001+89PI: 0+29.07PI : 0+50 .34FIREFIRE0+001+00WW WWWW12SD12SD12SD15 S D 15 S D 15 S D 15 S D 15 S D 15 S D WSWSWSWSWSWSWSWSWSWSWSWSWSWS15SD15SD15SD0.77'FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIRE RISER LOCATION (A.B.) 4830 4840 4830 4840 FG-4842.04EG-4843.060+00 FG-4841.34EG-4841.70FG-4842.16EG-4841.401+00 FG-4842.50EG-4841.741+30 MIN 6.5' COVER (TYP.)STA 4+18.438" x 6" TEEINV= 4833.76STA 0+77.0790 DEG BENDINV= 4833.77STA 1+14.0290 DEG BENDINV= 4833.77STA 0+06.63 6" GATE VALVE INV=4833.76 2.0' BLDG FINISHED FLOOR ELEV = 4842.5 BLDGINSTALL WATER TIGHT SLEEVE PER NFPA CODE. 2" CLEARANCE BETWEEN CONCRETE & PIPE MAINTAIN 2' CLEARANCE BETWEEN PIPE FACE AND INSDE EDGE OF EXTERIOR WALL & 1' CLEARANCE BETWEEN PIPE FACE & INTERIOR WALLS. PROFILE SCALE HORIZONTAL SCALE:1" = 10' VERTICAL SCALE:1" = 2' 11x17 HORIZONTAL SCALE: 1" = 20' 11x17 VERTICAL SCALE:1" = 4' GRAPHIC SCALE 0 (IN FEET) 5 10510 1 INCH = 10 FT NOT TO SCALE STANDARD FIRE SERVICE LINE INSTALLATION FOR CLASS I, II, & III SYSTEMS 02660-13 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT. 3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING. 4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES. 6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN. 7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3. 9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN AND ONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1. 10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER. 11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE. 12.THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICE LINE FROM THE EXISTING WATER MAIN TO THE OS&Y VALVE IN THE BUILDING. 13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING". 14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT. 15.IF CORROSIVE SOILS ARE FOUND ON SITE, CONTRACTOR TO USE V-BIO POLYETHYLENE ENCASEMENT AROUND PIPE. 16.THE FIRE LINE CONNECTION TO THE CITY WATER MAIN WITHOUT THE USE OF A TAPPING TEE WILL BE MADE BY THE CONTRACTOR INSTALLING THE APPROPRIATE SIZED TEE IN THE WATER MAIN. THE WATER DEPARTMENT WILL OPERATE ALL VALVES FOR THE SHUTDOWN OF THE LINE TO INSTALL THE TEE AND MUST BE PROVIDED WITH A MINIMUM OF 24 HOURS' NOTICE BEFORE THE WORK BEGINS. TEMPORARY WATER SERVICE SHALL BE PROVIDED TO ALL AFFECTED WATER CUSTOMERS IF THE SHUTDOWN PERIOD IS ANTICIPATED TO EXCEED FOUR HOURS. THE CITY OF BOZEMAN RESERVES THE RIGHT TO DETERMINE THE LIKELY EXTENT OF THE MAIN SHUT DOWN BASED ON THE PROPOSED WORK AND CONTRACTOR EXPERIENCE, AND REQUIRE THE INSTALLATION OF TEMPORARY WATER SERVICES BY THE CONTRACTOR. GENERAL NOTES: OVERALL SITE PLAN VIEW SITE "A" FIRE SERVICE LINE 959 FOWLER AVENUE, LOT 1, BLOCK 1, PHASE 5, BOZEMAN GATEWAY SUBDIVISION P.U.D. CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED: B-2 CLASS I SYSTEM SYSTEM CLASSIFICATION: ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF AT LEAST 2 INCHES TO MEET THIS REQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS. FLUSHING REQUIREMENTS: X X 6" FIRE SERVICE 2" DOMESTIC WATER SERVICE STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE. CENTERLINE OF 4" DOMESTIC WATER IS OFFSET 2.0' (CENTER TO CENTER) TO THE SOUTH OF THE FIRE SERVICE LINE. INSTALL BOTH UTILITIES IN THE SAME TRENCH. ITEM NO.DESCRIPTION ESTIMATED QUANTITY UNIT FIRE SERVICE QUANTITY SCHEDULE 103 6" CLASS 51 DIP AWWA C151 FIRE SERVICE 109 LF101 6" GATE VALVE 1 EA6" OS&Y FL x FL VALVE & ASSEMBLY ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USED ONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORK AND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THE WORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALS FURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THE ESTIMATED QUANTITIES. 1 EA102 PROPOSED BUILDING FFE: 4842.5 Know what's below. before you dig.Call R FIRE SERVICE LINE TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING STATION 0+05.88 TO 1+20.00 INSTALL ± 109 LF OF 8" CLASS 51 DIP AWWA C151 STA 0+05.88 - 0.0' LT CONNECT TO EXISTING 8"X6" TEE NOTES BY SYMBOL: 6" FIRE SERVICE 1 4 1 NOTES BY SYMBOL: 2" DOMESTIC SERVICE 2 STA 0+05.88 - 2.00' RT NEW SADDLE & CORP STOP 2" COOPER TYPE K SVC STA 1+10.50 - 1.40' LT EXTERIOR BUILDING WALL SEE DETAIL 02660-13, THIS SHEET, FOR CONNECTION TO BUILDING STA 0+38.5 - 2.0' RT 9.55 RT (A.B.) NEW 2" CURB STOP EXISTING GROUND SURFACE (TYP) PROPOSED FINISHED GROUND AT CENTERLINE OF FIRE SERVICE (TYP) 02660-13 - FOR OS&Y VALVE INSTALLATION SEE DETAIL BOTTOM OF FLANGE ELEV = 4844.0 1 1 2 3 EVERHOME HOTEL C502 - FIRE SERVICE LINE SITE "A" BOZEMAN GATEWAY PUD 6" 90° BEND 2 EA104 3 3 STA 0+96.51, 2.69' RT (A.B.) INSTALL 11.25° HORIZONTAL BEND AND THRUST BLOCK 1" - 100' PROPOSED FIRE SERVICE LOCATION 3 STA 1+10.50 - 2.0' RT 6.17' RT (A.B.) EXTERIOR BUILDING WALL 2 RECORD DRAWING 2 STA 0+77.07 - 0.0' LT STA 0+76.89, 7.55 RT (A.B.) INSTALL 90° HORIZONTAL BEND AND THRUST BLOCK 4 FIRE AND WATER SVC LOCATIONS (A.B.) VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\3638\009\ACAD\SITE PLANS\BUILDING-A\EVERHOME\SHEETS\RECORD DRAWINGS\3638.009 C502 FIRE SERVICE LINE.DWG PLOTTED BY:ROSIE NICKELSON ON Nov/01/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net BOZEMAN MONTANA 3638.009 3 C502 CMS JAU JAU 1/25/23 # # #### #### #### #### CELINE M. SAUCIER 49499 11/1/23 # ##