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Home My WebLink About721 S 9th Avenue Lots 9 & 10 Block 51, West Park Addition LEGEND ONLY W EXISTING WATER MAIN '`SLY To ff sa�'OsSff iss_oevK xorc a "�1D'" °1� / LEGEND �° � A4,1 PROPERTY LINE -E FLANGED OS&Y VALVE o MARK A. _ %� CHANDLER DOUBLE CHECK VALVE , No. 9518ES SURROUNDING PROPERTY LINE T f9R"`wgw L4 �'' 1 /p7�MIN.REOUIREMENh o 0 D OR LARGER CLASS 51 � 7 AS INDICATED ON y9 RFCI STERE O DUCTILE IRON PIPE(TYP.) !F �� .,.. FLOOR rwamzn .,. APPROVED PUN(5) MECHANICAL 3/4 MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J. 30 JOINT BOLT HOLES 0T?MAL)-5/8'RODS ACCEPTABLE FOR 4 LINES Sheet 1 Of 1 MAIN� �ItRI1 ST \ 90'BEND WITH THRUST BLOCK C m c EXISTING 5'SIDEWALK J 7BLOCK c N m TAPPING TEE&VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF N OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY PROPERTY LINE(TYPICAL E c STREET CENTRUNE � FOR ALL RISER CONFIGURATIONS) 1. The FlRST fitting insiee of the building shall ba a UL listed flanged N 8 11 America Flow Codol.Kenndy or Mueller OS&V valve the same (n LOT BOUNDARY size ea the firo service line., 2. Al Double Cheok Valve Assemblies shall be: D o EXISTING CONCRETE PAD . UL or FM listed. DD Oz 143' PROVIDE FLEXIBLEINNICTION / b. Approved by the Univeroiry d Southern Cal'rfomia fountldion for WATER-TNECTION 7 s Oroas Connection Control ane Hye Tic Rmearch SUSCFCCCHR.)for Ol m� L' operatio the proposed position(vertical or honzontaQ ae hown on C FOR ALL FLOOR appr a ed oee PIPE PES. c. Installed shown on the approved plane. D) W 1 G 3. A flow detection eevioe shall be stalled'.m dint�Iye following the C t Double Check Valve Aasemby(alarm heck valve.flow /alarm, m meter,etc shown on Ne approved plans.Paddle-type Flow alarms hot 0 L Z Permitted odry system.. c a J wx 4. A Double Detector Check Valve Assembly may be used with a standard W o INTERIOR C NCRETE WALL- o ¢J 0°" OOR dqq d Bozeman meter. The meter loop of the Doube Dst«tor Cneok- - Vahro shall hove Double Check Vo"Assembly instolled which eets 8 RUBBLE FOUNDATI N the same intallation ,itd..p ifl.d above in roq.im-nt number two. BENCHMARK a 5. H.H.-WI in.t.Il.6.n.mast m.minima.of 2'above the finishedEXISTI G BUILDING L floor. TOP BOLT ON FIRE HYDRANT 245 FFE=4847.az 9 6. The fire serice riser mast be a minimum of 2'from any outside wail. NE QUADRANT OF INTERSECTION OF W. COLLEGE STREET AND T. end..Tnl...of V from any interior wail. S. 9TH AVENUE ELEVATION = 4851.87 FEET(CITY OF Scale In Feet � 7. The g firo. line.hall be a mini.am 6.5%andBOZEMAN DATUM) i...of 7 Below thennahed groe.. 20 0 20 I END WITH *.: B. All fire service line epp.rt-n".shell he.a minima.preeeare ST BLOCK LEGAL DESCRIPTION 43' noting of 175 PSI. 6 0 6 d a^ 9. Al firs service line.4 end longer shall be Cleaa 51 DadII.Iron Pipe. LOTS 9 AND 10, BLOCK 51, WEST PARK ADDITION, Scale In Meters 30 8 10.Une az'ng: The Double Check Valve Assembly shall be equal in size to the outgdnq pipe di.met.r(downer-m). SEC. 12, T. 2 S., R. 5 E. OF P.M.M., N N a 1-1'MIN.,2'MAX. W CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA 5 A GENERAL NOTES BLOCK 5I 1 _sr¢� 2'MIN.,3'MAXCLEARANCE FE-( _ ABOVE FINISHED FLOOOR 1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS m��' AND SPECIFICATIONS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL STANDARD FIRE SERVICE I„ OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING CITY OF BOZEMAN SCALE: LINE INSTALLATION N0.EC 2003 02660-13 DEPARTMENT. STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS D 3. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR REV: JAN 2008 SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. (APPLIES TO PUBLIC SEWER/WATER MAINS AND STREET IMPROVEMENTS ONLY.) 4.UTILITIES CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED y'�o 0 PRIOR TO THE BEGINNING OF CONSTRUCTION. °°'I- QJ 5. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 486 4860 E 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE a DISCRETION OF THE CONTRACTOR. 7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. oo 2�e+y�, 8. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED o°�CZ' �P q -t�oti6 DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED BY GPI THE OWNER FOR THE NEW BUILDING(S) SHOWN IN ACCORDANCE WITH ti COB DRAWING NO. 2660-13. o s, ox 9. ALL JOINTS ON THE 4" LINE ARE TO BE RESTRAINED. 10. FIRE LINE IN SHALL CONFORM WITH THE REQUIREMENTS O OF THE CITY OF 485 4850 BOZEMAN FIRE SERVICE LINE STANDARD. THE FIRE RUBBLE FOUNDATION SERVICE LINES, INCLUDING THE OS&Y VALVES, ARE TO BE INSTALLED AS EXISTING GROUND APPROX.8'THICK PART OF THIS PROJECT. SURFACE F.F.ELEV=4847.8 11. THE FIRE SERVICE LINES ARE TO BE PRESSURE TESTED AND INTERIOR s CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINT OF CONCRETE WALL CONNECTION AT THE CITY WATER MAIN TO THE OS&Y VALVES IN THE BUILDINGS. 1'MIN INSTALL INSULATION 4.03 2•MAX . 12. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY 6 5' BELOW 4" X 4'X to, EXISTING GROUND BY OTHERS V� N CONTRACTOR/OWNER AND APPROVED BY COB BEFORE THE FIRE SERVICE SURFACE LINE AND DOMESTIC SERVICE LINE CAN BE INSTALLED. THRUST BLOCK PER I_ N O COB STD DWG NO. 2'MIN BASEMENT 13. THE 6.5' MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN o26so-1 _ CLEARF.F. ELEV=4840.1 PLACE OR SUFFICIENT INSULATION INSTALLED OVER THE FIRE LINE IF 484 4840 126.5' OF COVER CAN NOT BE MAINTAINED, BEFORE THE LINE WILL BE ACTIVATED. 34 LF CL 51 DIP 12 LF 4 CL.51 DIP 10 LF 4"CL 51 DIP Cid 14. THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH "MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION", TWO 12" MJ SOLID Q\ APRIL 2010 (SECTION NUMBERS WITH MPW PREFIX), AND SUBSEQUENT SLEEVES INSTALLED AMENDMENTS, AND "CITY OF BOZEMAN MODIFICATIONS TO MONTANA DURING ONE REPAIR PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION, MARCH 2O11." 15. FLUSHING ORIFICE TO BE AT LEAST 2" IN DIAMETER OR AS SPECIFIED BY ENGINEER. 16. C&H ENGINEERING AND SURVEYING INC. WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THE 483 830 PROJECT IS BUILT PER THE APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE 9 Date: 04i 128 14 Drawn MEETS ALL OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY -1+00 0+00 1+00 2+00 REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. FIRE LINE PLAN AND PROFILE FP1 SCALE: (1"=20' HORIZONTAL) (1"=4' VERTICAL) FIN AS-BUILT 2014-04-18 #13329