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HomeMy WebLinkAbout806 Alderson Fire Line AsBuilt ONTAN LOT 1 88RAN -- Matthew B�� I � O 116b � 9.05 LEGEND . ---- CDtterma� w Setback r, ! 15873ES 14.22) (14.22, 1 0) �y Y2CENBEO �J FOUND 5l8"REBAR W/1 1/4 INCH PLASTIC CAP(MARKED"GASTON") 14.23 DON EXISTING 314" c��FER-l"A PROPERTY LINE T'O..W.EL =10.52 - WATER SERVICE LINE I I I ' I --______--ADJOINING PROPERTY LINE I o EASEMENT LINE fi -.-.-.-.-.--EXISTING FENCE LINE H----- ----_. - - - f LU f AIL --- __----• z I I I -------------- EXISTING CURBAND GUTTER --------------------PROPOSED CURB AND GUTTER I------ --_----; LOT 2 19.67 F --- ___-- - j CONTO SCALE IN FEET -n-n-n-n-UNDERGROUND CABLE NLINE - ---- 0 10 20 Ip _ �N CABLE TV BOX `' --- I� a LLI 5 10.40) 9.85 1-v-s-s-z-UNDERGROUND COMMUNICATIONS LINE & CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF © COMMUNICATIONS BOX --- a w s I DOUBLE CHECK VALVE ASSEMBLY 3 w i --"-- -- -- - UNDERGROUND TELEPHONE LINE 1.The FIRST fitting inside of the building shall be a UL listed flanged I I � - (13.6o y v Y Kennedy or Mueller OS&Y valve the same size as the fire service line �T --------------- - TELEPHONE BOX _ 3 / y ___ ------------------------- ------------------------- OVERHEAD - - - - - Valve Assemblies shall be. F-4 2 All Double Check V - -°-�-�-OVERHEAD ELECTRIC POWER f u.r 0.15 a. UL or FM listed. W b.Approved by the University of Southern California Foundation for 1--I 1� �E ELECTRIC POWER BOX --- ------- ---- - '� INSTALL 1.5"WATER Cross Connection Control and Hydraulic Research(USCFCCCHR)for a -- --°--°-- --�--�-UNDERGROUND ELECTRIC POWER LOT 1 o w $ \ �w� I' SERVICE LINE a operation in the proposed position(vertical or horizontal)as shown on W - -�'- -�-S-UNDERGROUND GAS � i AWCUT EXISTING ASPHA approv ans. O TAPICONNECT TO EXISTI G�I c.Install ledled as shown on the approved plans. H--1 p POWER POLE _ I 8"WATER MAIN T QI 1128 ) 3.A flow detection device shall be installed immediately following the - -°"-�-�-OVERHEAD POWER 3ai I -� Double Check Valve Assembly(alarm check valve,flow sensor/alarm, p� I T PING TEN VALVE,AND THRUST B TERN meter,etc.)as shown on the approved plans.Paddle-type flow alarms not W DQ WATER VALVE �� ; permitted on dry systems. K FIRE HYDRANT o� o zs o : I 4.A Double Detector Check Valve Assemblymay be used with a standard a WATER MAIN g SNOW STORAGE a`�" SERVICE LINE City of Bozeman meter.The meter loop of the Double Detector Check D oc� �o $`�odo�tr a Valve shall have a Double Check Valve Assembly installed which meets 4"FIRE SERVICE LINE "-"-" 1 1 - 88,Rlyy the same installation criteria specified above in requirement number two. w '-INSTALL GRATED CURB INLET WATER SERVICE LINE OVER RETENTION STRUCTURE TBC ELEV=12.55 5.Horizontal installations must be a minimum of 2'above the finished J floor. SANITARY SEWER MAIN (SEE DETAIL 3,SHEET CLO) $$$$ SANITARY SEWER SERVICE T 6.The fire service riser must be a minimum of 2'from any outside wall, SS SANITARY SEWER MANHOLE and a minimum of 1'from any interior wall. DRAIN CULVERT 1 7.The incoming fire service line shall be a minimum 6.5%and a max- STORM q !mum of 7.5'below the finished grade. GRATED INLET -� TRAFFIC SIGN T B.All fire service line appurtenances shall have a minimum pressure ° rating of 175 PSI. *70.00 EXISTING SPOT ELEVATION x(70,00) PROPOSED SPOT ELEVATION r 1 9.All fire service lines 4"and larger shall be Class 51 Ductile Iron Pipe. PROPOSED DRAINAGE DIRECTION 10.Line sizing:The Double Check Valve Assembly shall be equal in size PROPOSED STORM DRAIN INLET to both the incoming pipe diameter(upstream)and outgoing pipe diameter (downstream). F-I O z o-.4 o_4 Eo Q g n UJ~qco W O =� J �rn FZH -ellL" MINIMUM RESTRAINED PIPE LENGTHS =W¢ o O W d w .../ ESTNG PESSURE OF 200 P51 H Q W r C Z FITTING MINIMUM RESTRAINT LENGTH Jul IS 4"90-BEND zr 4820 =rn z Ov 4820 " C� DO N DO 2.0 > 4 { M JQ> o N O 1 MIN.,2' 1AX. d O E-I FF ELEV @ RISER=41114. i O VICINITY MAP 4815 4815 2'MIN 3 RISER ROOM DIMENSIONS W C.) T4 e PROPOSE GRgpE EXISTIN GRADE F1 SCALE: 1"=4' Q C,j C SITE LDERSON ST EET N T\-1 _�. T--I 4810 aelo O Coo W N ONLY FITTINGSALLOWED BETWEEN NO PRESSURE GAUGES OR PRESSURE GAUGE FITTINGS WILL BE O f.rl FIRST OS&Y VALVE AND BACKFLOW Z I rM STA 0+0 TO STA +53.56 ASSEMBLY TO BE 90-BEND. EE NOTE 6 ALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY 1.-4 O INSTALL 5 .5 LF OF 4"CLASS 51 .5'MIN.(TY ) / i DUCTILE IRON F IPE FLANGE TOO BE THREADED ON STANDPIPE, W , .,.- M.J.TO FLANGE ADAPTORS NOTACCEPTABLE O �( 4605 4805 (TYPICAL FOR ALL RISER CONFIGURATIONS) I--I r, NOT TO SCALE F=4807.30 4"OR LARGER CLASS 51 r� `••/ LEGEND DUCTILE IRON PIPE(TVP.) t MIN.,2 MAX ABOVE V FLOOR FINISHED FLOOR -$FLANGED OS&Y VALVE O FL=4603'03 e `" X DOUBLE CHECK VALVE �I ELEV.ASSUMED CONTRACTOR MECHANICAL MIN. Rod,INSTALLED IN MIN.REQUIREMENT) TO VERIFY E DINTS EVERY OTHER AVAILABLE M.J %AS INDICATED ON MAIN BOLT HOLES(TYPICAL) -518"RODS ACCEPTABLE FOR 4"LINES APPROVED PLANS) GENERALNOTES: 46000+60 0+50 0+40 0+30 0+20 0+10 0+O 800 :. 1. ALL CONSTRUCTIONS ALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. ��� 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. � THRUST 90"BEND WITH THRUST BLOCK 3. TYPEIOR TYPE 2 TRENCH EXCAVATION MAYBE USED AT THE DISCRETION OF THE CONTRACTOR. ! '� FIRE LINE PLAN&PROFILE BLOCK 4. TRENCH BACKFILL SHALL BE TYPE A,FORALLAREAS TO BE PAVED. TAPPING TEE&VALVE, PROVIDE FLEXIBLE, 5. THE ENGINEERANDTHECTIYOF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIORTO BEGINNING CONSTRUCTION. F1 SCALE: 1"=10'HORIZONTAL,1"=5'VERTICAL OR INSTALL VALVE AT WATER-TIGHT CONNECTION 5. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS,APPROVED DOUBLE CHECK BACKFLOW PREVENTION DEVICE MUST BE PROPERTY LINE(TYPICAL FORALL WALL OR FLOOR REV. DATE INSTALLED BYTHE OWNER FOR THE NEW BUILDING(SI SHOWN INACCORDANCE WITH COB DRAWING NO.266013. FOR ALL RISER CONFIGURATIONS) PIPE PENETRATIONS. 1. FIRE LINE INSTALLATION SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF BOZEMAN FIRE SERVICE LINE STANDARD. 8. A LICENSED CONTRACTOR SHALL INSTALL THE LINE FROM THE MAIN UP TO AND INCLUDING THE FIRST CONTROL VALVE(OS&Y) AND DOUBLE CHECK VALVE INSIDE THE BUILDING.THE WATER DEPARTMENT SHALL TAP THE MAIN AT THE DIM ER$EXPENSE q)STANDARD FIRE SERVICE LINE INSTALLATION AND INSPECT THE LINE UNDERLINE PRESSURE BEFORE IT IS BACKFILLED. F7 f1OR �- U 9 O SE LINE CA SERVICES RMCE N BE INSTALLLED�CTORIOWNERANDAPPROVED BY COB BEFORE THE FIRE SERMCELIEANDDOMESTIC DRAWING DATE: 10.THE65 MINIMUM COVER OVER THE NEW FIE LINE MUST BE IN PLACE OR SUFFICIENT INSULATION INSTALLED OVER THE FIRE LINE IF 6.6 OF COVER CAN NOT BE MAINTAINED,BEFORE THE LINE WILL BE ACTIVATED. D6 24 23 11.THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITHWONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDFION",APRIL 2111)SECTION NUMBERS WITH MPW PREFIX),AND SUBSEQUENTAMENDMENTS,AND"CITY OF BOZEMAN SHEET MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,6TH EDITION,MARCH 2OM&ADDENDUM&NO.1 THRU NO.5APPRQVED MAY 2017." 12.FIRELREQUIREMENTS CLASS I SYSTEM. 13.THE CONTRACTORISSOLELYRESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS OSHA AND ALL APPLICABLE SAFETY EE FIRE SERVICE 14.THE FIRE SERVICE RISER SHALL BE LOCATED A MAXIMUM OF IO FEET FROM THE OUTSIDE FOUNDATION WALL PERNFPR24 FIG. ,L ry-�`tOTL7ryK717"�TT(�t f>PT 7"� A.IDA3.1. L(�11\J 1V 11\\I A\J 11 K U 1V 11 L.4J IL/1 15.FIRE UNE SHALL BE FLUSHED AT 10 FEET PER SECOND PER NFPA-24 REQUIREMENTS.FIE LINE FLUSHING ORIFICE SHALL BE LINCHES MINIMUM.IFOPENINGS LESS THAN 4INCH DIAMETER ARE USED FOR FLUSHING,VELOCITY1 FLOW RATE SHALL BE CONFIRMED BY PROT GAUGE OR VOLUMETRIC MEASUREMENTS. #210';;;