The URL can be used to link to this page

Home My WebLink AboutStuart Mill Commercial0+000+601+201+804655466546754655466546754668.154668.624669.106.5' MIN.(TYP)FIRE LINE PLAN & PROFILEF1SCALE: 1"=30' HORIZONTAL, 1"=3' VERTICAL1STA 0+00REMOVE EX. CAP & THRUST BLOCKINSTALL 4" GATE VALVESTA 0+02INSTALLED 22.5° & 11.25° BENDS(ACTUAL DEFLECTION = 29°32'15")STA1+15.58INSTALLED 22.5° BEND(ACTUAL DEFLECTION = 19°10'10")PROPOSED GRADEEXISTING GRADESTA1+65.20INSTALLED 90° BEND W/ THRUST BLOCK, 4" STANDPIPE W/THREADED FLANGE & 4" OS&Y VALVE. INSTALL 5/8" MIN.REDI RODS FROM BEND TO VALVE IN EVERY OTHERAVAILABLE BOLT HOLE. BOTTOM OF VALVE TO BE 1' MIN.,2' MAX. ABOVE FINISHED FLOOR. SEE DETAIL 2.STA 0+00 TO STA 1+65.2 INSTALL165.2 LF OF 4" CLASS 51 DUCTILE IRON PIPESTA 0+89.75MIN. FL=61.85ELEVATION @ CONNECTION ASSUMEDCONTRACTOR TO VERIFYFF ELEV = 71.18 1' MIN., 2' MAX.EXISTING GAS LINEEX. 4"WN 4 1 °03'4 3" W 33 4 .62 'LOT 557,580 SQ. FT1.322 ACRESBLOCK 4LOT 12PH 1 OF GALLATIN CENTER SUBDIV.P.U.D. PH 41 0 ' W ID E U T IL IT Y E A S E M E N T 20' WIDE UTILITYEASEMENT10' WIDE ROW EASEMENTTO MONTANA POWER CO.PER FILM 67, PAGE 186BLOCK 8LOT 3N O R T H 27TH A V E N U E WARBLER WAY65' R/W6 0 ' R /WLPLP LPPP2"CABLE TV BOXPHONEPEDESTALE X IS T IN G 4 -P L E XEXISTING STREAMEDGE OF WATER(ONLY W. SIDE LOCATED)4672467146704669 46674666 S 00°13'52" W 430.73'N 48°48'38" E 227.37'EXISTING SWALE2" DIAM. BLVD TREESNOW REMOVALSNOW REMOVALPROPOSED BUILDINGFF ELEV = 71.1870.24(70.95)69.90(70.61)(68.10)(67.20)(67.41)(67.65)(67.90)(67.05)(70.49)(70.76)(70.65)(70.70)(69.90)(69.79)(69.60)(70.16)(70.31)(70.49)(71.06)(70.41)(71.15)(69.54)(71.00)(70.83)(71.33)(70.70)(70.70)(70.62)(70.62)(71.15)(71.15)GRADE BREAK(68.92)(70.55)(68.52)(67.87)(67.72)(68.55)(68.82)(68.70)(68.39)(68.47)(69.33)(70.49)(70.49)PROPOSED4" FIRESERVICEPROPOSED 1.5" WATER SERVICEPROPOSED4" SEWERSERVICE(69.87)(70.03)BENCHMARK:ARROW BOLT, HYD #1442ELEV = 4,671.60PROPOSED 5' SIDEWALKPROPOSED 5' SIDEWALKP R O P O S E D 5 ' S ID E W A L K 2 0 ' F R O N T Y A R D S E T B A C K (4) compact spacesbikerackPATIO50' WATERCOURSESETBACKGARBAGE(70.23)(70.51)SAWCUT EXISTING ASPHALT AND REPLACE EXISTING 3/4" SERVICE LINE WITH NEW 1.5" WATER SERVICE(68.15)(68.24)(68.42)0 + 0 0 0+60 1+15.581+201+65.20 csLEGENDPROPERTY LINEADJOINING PROPERTY LINEEXISTING MAJOR CONTOUR LINEUNDERGROUND ELECTRICAL LINEOVERHEAD POWER LINEPOWER POLEGUY ANCHOR WIREUNDERGROUND GAS LINEUNDERGROUND COMMUNICATION LINEEXISTING FIRE HYDRANTEXISTING WATER LINEPPSANITARY SEWER LINEWATER SERVICE CURB STOPWATER VALVEcsSANITARY SEWER MANHOLEEXISTING CURB AND GUTTEREXISTING MINOR CONTOUR LINEEASEMENT LINEUNDERGROUND CABLE TV LINEPROPOSED SPOT ELEVATION(70.00)PROPOSED DRAINAGE DIRECTIONPROPOSED CURB AND GUTTERSETBACK LINEPROPOSED 4" FIRE SERVICE LINEPROPOSED 1.5" WATER SERVICE LINEPROPOSED 4" SEWER SERVICE LINEPROPOSED 4" WATER VALVESITE0 30 60FIRE SERVICE LINEPLAN & PROFILESTUART MILL COMMERCIALLOT 5, BLOCK 4, CATTAIL CREEK SUBDIVISION, PHASE 1LOCATED IN THE NW 1/4, SECTION 35, T. 1 S., R 5 E. OF P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA#13050SHEETREV. DATE0 6/20/14F1DRAWING DATE:6/20/14Matthew B.Cotterman15873ESDESNECILMONTANAROYEVRUS DNAL-REENIGNE .FORP GENERAL NOTES:1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.3. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR.4. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED.5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.6. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR THE NEW BUILDING(S) SHOWN IN ACCORDANCE WITH COB DRAWING NO. 2660-13. 7. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD.8. A LICENSED CONTRACTOR SHALL INSTALL THE LINE FROM THE MAIN UP TO AND INCLUDING THE FIRST CONTROL VALVE (OS&Y) AND DOUBLE CHECK VALVE INSIDE THE BUILDING. THE WATER DEPARTMENT SHALL TAP THE MAIN AT THE OWNER'S EXPENSE AND INSPECT THE LINE UNDER LINE PRESSURE BEFORE IT IS BACKFILLED.9. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY CONTRACTOR/OWNER AND APPROVED BY COB BEFORE THE FIRE SERVICE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED.10. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION INSTALLED OVER THE FIRE LINE IF 6.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE WILL BE ACTIVATED.11. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION", APRIL 2010 (SECTION NUMBERS WITH MPW PREFIX), AND SUBSEQUENT AMENDMENTS, AND "CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, MARCH 2011."12. FIRE LINE IS A CLASS 1 SYSTEM.13. FLUSHING ORIFICE TO BE 2", THE SAME SIZE AS THE FIRE SERVICE (2").14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHA AND ALL APPLICABLE SAFETY REQUIREMENTS.SCALE IN FEETCONTOUR INTERVAL = 1'NOT TO SCALEVICINITY MAPwww.caddiseng.com3/4" MIN. Redi Rod, INSTALLED INCITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF DOUBLE CHECK VALVE ASSEMBLY1. 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: 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 onc. Installed as shown on the approved plans.3. A flow detection device shall be installed immediately following theDouble Check Valve Assembly (alarm check valve, flow sensor/alarm,meter, etc.) as shown on the approved plans. Paddle-type flow alarms not4. A Double Detector Check Valve Assembly may be used with a standardCity of Bozeman meter. The meter loop of the Double Detector CheckValve shall have a Double Check Valve Assembly installed which meetsthe same installation criteria specified above in requirement number two.5. Horizontal installations must be a minimum of 2' above the finished6. The fire service riser must be a minimum of 2' from any outside wall,7. The incoming fire service line shall be a minimum 6.5', and a max-imum of 7.5' below the finished grade.8. All fire service line appurtenances shall have a minimum pressure9. 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 sizeto both the incoming pipe diameter (upstream) and outgoing pipe diameterNO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BEALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLYand a minimum of 1' from any interior wall.- 5/8" RODS ACCEPTABLE FOR 4" LINESfloor.rating of 175 PSI.permitted on dry systems.SEE NOTE 6TAPPING TEE & VALVE, OR INSTALL VALVE ATPROPERTY LINE (TYPICALFOR ALL RISER CONFIGURATIONS)WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPROVIDE FLEXIBLE,PIPE PENETRATIONS.THRUSTBLOCKMECHANICALJOINTS4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP.)FIRST OS&Y VALVE AND BACKFLOWMAIN a. UL or FM listed. approved plans.FLANGE TO BE THREADED ON STANDPIPE,M.J. TO FLANGE ADAPTORS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)BOLT HOLES (TYPICAL)1' MIN., 2' MAX. ABOVEFLOORFINISHED FLOORLEGENDFLANGED OS&Y VALVEDOUBLE CHECK VALVEMIN. REQUIREMENT) APPROVED PLAN(S)EVERY OTHER AVAILABLE M.J.AS INDICATED ONONLY FITTINGS ALLOWED BETWEEN(downstream).2F1STANDARD FIRE SERVICE LINE INSTALLATIONSCALE: NONE C.O.B. DWG. NO. 02660-13AS-CONSTRUCTED