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Home My WebLink About824 S 8th Ave -Fire Service As-Built LEGEND-FIRELINE a -SEE DETAIL 4/F1.v a FOR RISER ROOM EDGE OF ASPHALT DETAIL PROPOSED BUILDING N ERE=4880.00 CURB AND GUTTER(CATCH) - a_ _ BUILDING - RETAINING WALL .- ----t_ -_ - - - - - - - - -- ---- - os --_- - - - - WGM GROUP 4"THICK CONCRETE SIDEWALK - - -Q- - d - - - Q - d WWW.WGMGROUP.COM ASPHALT 4 w WATER MAIN 4 Q 5 0 5 10 n -ws- 2"WATER SERVICE {*`0•"'TJ�N+q*1. -Fs- 4"FIRE SERVICE - SCALE-FEET �i+ '• p4 WATERVALVE f• .i DOl177 QCR WATER CURB BOX (LI 1 PL/4'��3 NEW 2"DOMESTIC ••:t�f,15 3-25-25 _ WATER SERVICE 1`'�L'ENSC LEGAL DESCRIPTION ces�OhA! NG LOT 14-15,BLOCK 5,CAPITOL HILL ADDITION(0.169 ACRES),S 5'LOT 16 PLUS VACANT V STRIP(SECTION 13,TOWNSHIP 2 SOUTH,RANGE 5 EAST - ' DEVELOPMENT ADDRESS a d a a a 824 S.8TH AVE., ______ _ ________ BOZEMAN,MT 59718 ,--`�- ---- -------- ------ - � m NEW 4"CL 51 FIRE GENERAL NOTES - FIRE SERVICE LINES ' /" �� SERVICE LINE 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,8TH EDITION AND SUBSEQUENT AMENDMENTS,AND THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,8TH EDITION. (' • ��', Zr4V 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. [ - 3. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR 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 CONSENT OF ---------------------------------------------------------- ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 5. AN V EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. B RESTRAIN ALL JOINT WITHIN SPECIFIED LENGTH FROM 6. THE ENGINEERAND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 7. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED,UNLESS OTHERWISE SPECIFIED. w w w FITTING ui 8. ACCORDING TO THE CITY OF BOZEMAN REQUIREMENTS,AN APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE INSTALLED BY THE OWNER FOR w w w ` THE NEW BUILDING(S)SHOWN IN ACCORDANCE WITH C.O.B.DRAWING NO.02660-13. w w 2"TAP FOR DOMESTIC WATER o FITTING LENGTH(FT) NOTE /�j 9. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD.THE 4"FIRE SERVICE LINE INCLUDING V ENSURE THAT EXISTING WATER SERVICE.CONTRACTOR TO 4"TAP FOR FIRE SERVICE. THE OSBV VALVE ARE TO BE INSTALLED AS PART OF THIS PROJECT. MAIN IS IN ADEQUATE CONDITION VERIFY 6"WATER MAIN CONTRACTOR TO VERIFY 90 BEND 11.50 10. THE 4"FIRE SERVICE LINE IS TO BE PRESSURE TESTED AND CHLORINATED BY A SINGLE CONTRACTOR FROM THE POINT OF CONNECTION AT THE CITY WATER MAIN PRIOR TO THE FIRE SERVICE LOCATION AND ELEVATION 6"WATER MAIN LOCATION <90 BEND 0.00 TO THE OSBY VALVE IN THE BUILDING. AND ELEVATION 11. APPLICATIONS FOR WATER SERVICES MUST BE MADE BY THE CONTRACTOR/OWNER AND APPROVED BY C.O.B.BEFORE THE FIRE SERVICE LINE AND DOMESTIC CONNECTION.CITY TO VERIFY 6X4 TEE 37.67 r^ SERVICE LINE CAN BE INSTALLED. PRIOR TO MAKING CONNECTION. V J 12. THE 6.5'MINIMUM COVER OVER THE NEW FIRE LINE MUST BE IN PLACE,OR SUFFICIENT INSULATION INSTALLED OVER THE LINES IF 6.5'OF COVER CAN NOT BE __ _------_____ _____________________________________ CAP/PLUG 0.00 MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. ' "_______________ ___ _____________________________ 13. FIRE LINE IS A CLASS I SYSTEM. ----'_ ________ _ _____________ ___ - ---__ 4"VALVE 0.00 14. FLUSHING ORIFICE TO BE AT LEAST 4"IN DIAMETER OR AS SPECIFIED BY THE ENGINEER. --"-'_________________________ 15. WGM GROUP WILL PERFORM INSPECTION WORK ON THIS PROJECT WHICH IS SOLELY FOR ENSURING THAT THE PROJECT IS BUILT PER THE APPROVED PLANS AND N SPECIFICATIONS.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL -A OSHA REQUIREMENTS AND ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR THEIR EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE e w ENGINEER. FIRE LINE PLAN JOINT RESTRAINT TABLE _O 17. USE JOINT RESTRAINT RI ALL REDUCERS,TEES,BENDS,AND VALVES AS SPECIFIED IN THE JOINT RESTRAINT TABLE(5/F1.0). 18. ALL WATER FROM FLUSHING SHALL BE DISCHARGED AND STORED IN ALWATER UNDERGROUND AND HAULED OFF SITE. L 5 18. COR ENHANCED POLYETHYLENE ENCASEMENT SHALL BE USED ON ALL UNDERGROUND DUCTILE IRON PIPING IF GEOTECH REPORT INDICATES PRESENCE OF F SCALE:1"=5' F1.0 L z z CORROSIVE SOILS. INSTALL 4"F NGED r OS&Y VALVE ER DETAIL 1/F1.0 BY Q Q Q v OTHERS) 7 Z �.,..aooa. w.a.xw elles.c 3.5 W O $RANGM OSk.YuvE J " ILE GNECK YA<� U_ e .IN.INlewllaMErrt) 486 4880 e OR VAGER CLt44 51 J_ p5 gG1Ep ON OULT�E I-T'xE OrT•J r r:R� (�vyTj \ ^ � NECHINIGL •,•3 4'MIN.�Ii ROd,NSTAUED IN E12Rt OMFA AVN MA � O JOINT T XOlF4(RRCN)-A/R'RODS ICCEPlABIf FOR 4"NN6 -- U) E ISTING GRAD J U Q wvx sa eFxD wnx nlRusr r4prx FINISH RADE L �/,//J� URNM TFS s vuvc aR G RDmLw 6er�olsxR:��r lox a _ 4"RISER TO r " uj e,....b Ilnb OS6Y RISER W N F roR IxsrxLA o OR INSTALL-AT u TMOPTIe1Y LINE(ir FOR ALL R581 CONFpUR1TpN5) 1. 1M1s RRTT NWne Meltls N IM1e buewnp eM1=II be°UL Ilebtl flv:eed NemM=, d. N Dcux°C1w°I:I„�MnnCls eM1°Y be: O _ N b.w�e.�etl b,NeU°Ire:,lyW9=uNanC°XI=rN=FwnEWlmb ____________________________. N Rnr:ctl=n W=W=nd xytlmuec Reee=N:(UEdYLdR)N __ -'"----- RiOAOE FlDGiE. ,q�e,Nlm In x,e p=p=aee cca'r=n(venxcl w m,Sz=m=O w amen an N ____ __________ wN.R cx xEG px V W FGR Au waL DR RmR °1P"i°°""' � -w CONTRACTOR INSTALLED INSULATION � d � --------------- ONLY FITTING ALLOWED BETWEEN o _ RPE rFAEmapxs. ,tl..M .a MMp roo=.Ms n. O WHERE 6.5' F COVER C ULD NOT BE FIRST OSBY VALVE AND BACKFLOW ACHIEVED LL a=oi d, �D O ASSEMBLY TO BE 90°BEND. �I FlAOR ibtloH°e= ow��o.M°ro, �I STA:0-01.55 36 LF O 4"CL 54 DI IRE INV LEY:4869.9REVISIONS: JOINT b.I nm.n.a amtle. °mlmm,m e.G°an 'em-N /:RVICELINE No. DESCRIPTION DATE STA:0+9.21 er I'll, l.m."cu. INV ELE :4869.37 4870 4870 1NRu5w!a opal 4"90'BEN WITH �em°.°fl�mI'""""s we a:=,�:,i°ox2=mi=.d�:s MP•tlla,:ero, MEGA-LUG RESTRAINING �1 MIN_2-MVL GLANDS V�Dm it FCR NFR 1Z 11,e INSTALL C NCRETE THRUST BLOCK $A0+38.13 a'NN.,s'MAx cIrAA:wcE 4"MJ GATE VALVE mn®v:m ARWE FlNISHED RAOR v _ __ 4"CL 51 DI FIRE_---__ PROJECT: 21-06-24.2 " SERVICE LINE LAYoui: Es1.o 2"WATER SURVEYED: ... 4865 4865 - SERVICE LINE 6 DESIGN: GUT STANDARD FIRE SERVICE _ - AD AFT.PPROVE, DEB CITY OF BOZEYAN SCALE: LINE INSTALLATION NO. 02660-1 0+00 0+48.79 _ _ _ _ _ - - STANDARD DRAWING NONE DEC 2003 DATE: a FOR CUSS I,II,@III SYSTEMS RLY:APRIL 2013 a JUNE 2024 3 Allk FIRE LINE DETAIL 2 FIRE LINE PROFILE RISER ROOM DETAIL NOT TO SCALE F1.0 SCALE 1"=10'HORZ,1"=10'VERT. F1 0 SCALE 1"=2' Li Li F1 .0 N