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- UNDERGROUND NOTES UNDERGROUND LEGEND
SYMBOL DESCRIPTION
1) ALL UNDERGROUND PIPE IS TO BE INSTALLED IN ACCORDANCE WITH OSMY VALVE
W MONTA A PUBUC WORKS STANDARD SPECIFICATIONS,FOURTH EDITION, RISK
o (19%WITH ADDENDUM III JUNE 1990);CITY OF 80ZDAAN MODIFICATIONS 19
TO MPW(MAY 1997 WITH ADDENDUM/1 FEB 1998}AND THE CITY NEW UNDERGROUND FIRE LINE
BY FIRE SPRINKl1F OF BOZEMAN FIRE SERVICE LINE STANDARD(APRIL 1997). - - - EXISTING UNDERGROUND FIRE SERVICE/WATER MAIN
CONTRACTOR N GATE VALVE Ill ROAD BOX
2) 'CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND TAPPING VALVE -- -
PPoNC IS TO BE COMPLETED AND SUBMITTED TO THE CITY OF BOZEMAN A THRUST BLOCKING
PRIOR TO THE FINAL ACTIVATION O THE FIRE SERVICE UNE. Off CUT IN FIELD
QA BY UTILITY LION UNLESS OTHERWISE NOTED
CONTRACTOR 3) NO CONNECTION IS TO BE MADE BETWEEN THE INTERIOR FIRE SPRINKLER TOE THREAD ONE END
PIPING AND THE 4'OS3Y VALVE,UNTIL THE UNDERGROUND TEE THREAD BOTH ENDS
PORTION OF THE SYSTEM HAS BEEN ACCEPTED BY THE CITY OF BOZEMAN. ODE GROOVE ONE END
11 4 4) INTERIOR FIRE SPPoNNLER SYSTEM SHALL BE PROVIDED. GBE GROOVE
BOTH GROOVES
T&CA 5) NEW 4'FIRE SLRMCE UNE SHALL BE CHLORINATED,PRESSURE TESTED OSMY OUTSIDE STEM III YOKE
2'MIN CLEARANCE / AND PASS BACTERIOLOGICAL TESTING AS PER MPW AND CITY Of BOZE AON W NTH
FROM ANY OUTSIDE ® REQUIREMENTS.NEW 4'FIRE SERVICE UNE SHALL BE INSTALLED NTH
NO pry DOyN
WALL-ALL DIRECTIONS 2 0 LESS COVER THAN THAT OVER THE EXISTING WATER MAIN AND EVEAY FC FINAL GRADE
FOR NEW CLASS ONE q ATTEMPT SHOULD BE MADE TO OBTAIN THE MINIMUM REQUIREMENT O AfF ABOVE FINISHED FLOOR
SPRINKLER SYSTEM 6'-6'OF COVER.
SEE DETAIL 2/Cl
- - - - - - - - _-__ _ - -r 6) APPLICATIONS FOR THE NEW WATER SERVICE STALL TR MADE AT CITY -_
OFFICES(35 N.ROUSE)PPoOR TO START O CONSTRUCTION.
SAW OUT SIDEWALK AT I I 8'SIEVE THRU
EXISTING.JOINTS.REPLACE I SEE 3/CI FOR BOOR 7) NO WORK IS TO BEGIN PRIOR TO RECEIVING WRITTEN APPROVAL BY THE (2)Y.ALL THREAD RODS, FLOOR,FILL W/
- TO MATCH DO W.DO�� I PENETRATION CITY OF BOZEMAN AND THE COMPLETION OF A PRE CONSTRUCTION MEETING NUTS R WASHERS,TO M.J. SILICONE MASTIC.
EXISTING SDE7Nl(AT -1 I CONDUCTED BY THE ENGINEER. ELBOW
1'-0'D.P.,SEE DETAIL 7/CI
J I - THRUST BLOCK 8) CONTRACTOR SHALL PROVIDE AS-BUILT OF NEW FIRE UNE TO ENGINEER.
NEW C DUCTILE IRON SAW CUT EXISTING ASPHALT.I ENGINEER SHALL PROVIDE AS BUILT TO CITY O BOZEMAN.
CALL 1-80D-424-5555 FIRE UNE BY UNDERGROIO I I REPLACE WITH NEW HOT MIX '-
BEFORE GIGGING CONTRACTOR l i ASPHALT TO MATCH EXISTING. 2 S
NEW RRE RISER DETAIL 9) ALL FITTINGS SHALL HAVE A MINIMUM PRESSURE RATING OF 175 P
6 I I CT NO SCALE 10) FIRE SERVICE LINE WILL NOT BE TURNED ON UNTL INSTALLATION -NEW Ys'WATER SERVICE OF DOUBLE CHECK VALVE ASSEMBLY IS COMPLETE. \
fPl ( I ALL EXTERIOR MAMMALS TO `SAW CUT FLOOR AS REWIRED.
(BY OTHERS) /�� I1) MATERIAL SUBMITTALS SHALL BE SUBMITTED TO CITY OF BOZEMAN TWO DAYS BE MASTIC COATED TO PATCH PER DETAIL 7/C1
N 1�; T I. I RISER LEGEND PRIOR TO PRE CONSTRUCTION MEETING(MINIMUM) 4'UNDERGROUND
PROTECT FROM CORROSION
® 2'DOUBLE CHECK VALVE ASSEMBLY-AMES 20008 12) PROJECT REQUIRES ADEQUATE ENGINEERING INSPECTION FULL DINE
- - - - - L - - 3 RRE SERVICE FLOOR PENETRATION
- - - - - - - - - - - - - - - - - - - - - - - _. _. ® 4'OSNMY-KENNEDY/68
EXISTING 4'CIRCULATING NEW THRUST BLOCKING- (D 2.9 REDUCING FLANS CT NO SCALE
WATER MAIN AS REQUIRED.SEE 5/C1 NEW
6'-1 MIN COVER TAP IN WATER MAN BY CITY OF
BOZEMAN,(AT OWNER'S EXPENSE)
4'x 4 MUELLER H-615 TAPPING
SLEEVE AND 'MUELLER TAPPING
VALVE An TO.BE FURNISHED.AND DRILL HOLE 6'DEEP IN
INSTALLED BY CONTRACTOR WITH
CITY OF BOZEMAN MAKING TAP. EXISTING CONCRETE FOR oar mTwcs Niorm eFoza rmT osn vnvE ANo No vfma oem oR ce®Ae aAurc rm.T�
1'-0'O 35'REBAR AT ro eE Emn o eDo wayae w,wm uKn Rawa,w.w STx<or eAaa,a. voar LEGEND
16'ON CENTER AROUND NEW CONCRETE rcuisnwnxmsx.se As P�w,m row.
PEPoIIETER
O AREA PATCH \I\D�f -g FLANGED 01 VALVE
TO BE PATCHED
_ --_ 4VALVE,
+uDOUBLE CHECK VALVE
4'OR URGER MIN. REQUIREMENT)
DUCTILE IRON 1.w .rvx Aeow AS INDICATED ON
EXISTING APPROVED PLPN(S)CONCRETECOIPACIED FI1 DOSTING SO M /4'MIN.RfI11 Rod,INSTALLED IN
ALF OF THE AVAILABLE N.J.
�+('M� pLL��p/�p� CONCRETE PATCH DETAIL MAINOLT HOLES(TYPICAL)
�711 E rL AN- UNLJERGROUND / NO SCALE D WITH THRUST BLOCK
1/8' TAPPING TEE kCITY OF BOZEMAN REOUIREMENTS FOR INSTALLATION OF
OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY
104 PROPERTY LINE(TYPICAL
FOR ALL RISER CONFIGURATIONS) 1. The FIRST filling imids of the building shall be a UL listed flanged
(f��I Kennedy or Mueller 01-a the some wee as the fine eervlu line.
NEW HOT MIX EXISTING ASPHALT F-i 2. All Double Check Vave l Assemblies Noll be
102 ASPHALT PATCH :
yX ILL FM Listed.
TO MATCH EXISTING. e. App o ed by uw University of Southern Colifomio Foundation for
PROVIDE FLEXIBLE. Cron Connection Conbol and Hydraulic Research(USCFCCCHR)for WATERTIGHT CONNECTION operationI,the proposed position(vertical w horizontal)as shorn on
700 F111�GRADE FOR AL WALL OR FLOOR cvprli,ni ass mown an the approved Plans.
PIPE PENETRATIONS. 3_ A III-detxtbn device shall be installed;mmeaately tollowing the
Z n Double Chxk Valve Assembly(span check valve,lbw ty ear/alarm.
MIN 6'-6'OF meter,etc.)as shown on the approved plane.Paddle-type flew alarms not
98 IS COMPACT TO 95% COVER ABOVE + A Double Detxtw Check Valve Assembly may be used with o standwa
permitted n dry systems
TOP O PIPE -LAY BACK TRENCH A; r NTa Nsw City of Bozeman meter The metro loop or the Double Detector Check
3 j -4 RELATIVE DENSITY REWIRED isem nml FLOOR a
$y $ *08 2 0 UNDER PAVEMCNT �*� e III, m, stoilatb�neeno o"u,ed baimmin metalled mien bsiwo.
J';(�!.� some n c spec o reauvemen num
96 r k� `�" 5. Hwlxontol-mtallatuns must be o minimum of 2'above Unit fblsned
1
T
o Oa o MCCNHANICAL
94 J T CONCRETE BEARING AREA-NFPA 24 0$°oop°�, o, anal minimum f 1'Im a y,tenor all.minimum
Ir a° �p� JOIN 8. Tne firo ervke deer must be a minimum of 2'from any oWeide vrall,
$OUC71E Rdi So�Pe T. The inaomu,q Rre se ae snenenou he o m ss',snit a
____ ___--- PPE 90'BLAND 45'BEND TEES PLUGS,CAPS, bo, o 0 0 04
�o-- SIZE SO FT SQ.FT k HYDRANTS BAG(FILL h CONSOLIDA o�O�p�°o O°'o 0 0°a°Oo� FIRE LINE SIZE AS NOTED I imum of 7.5'bebw the Finished prods.
92 IN. S0.FT. TO O PPE NTH SAND. aOOe"t2;d o040 °V��O ON PLANS 8. All fie service line appurtenances snow""a minimum Pressure
HINT BEND W11H rpting of 175 P51.
$♦ THRUST BLOCK
,> 4 2 2 2 MIN.6'SAND 9. All fire eervbe Iines 4'ana Iarger aholl be Class 51 Du ib Iron PIPe.
N 3 6 5 3 4 UNDERLAYMENT.
90 8 8 5 6 10.Line wi rp. The Double Chxk Valve Anembly s�onand outq be s,,a1 In sae
10 13 7 9 6 t(do both
stream)nc Forn eva1mpb oe �ua 4*1t.kepstemece)line should haver gameter
12 18 ,0 13 NEW RRE UNE SECTION - Ooubb Chxk V,"Assembly.
88 14 25 14 18 )BEAMING
Cl NO SCALE
16 32 18 23 TM h°°^� S li � - _A
vw..A.wwl, °;'e,lw"'"tw„ Glo wa awes.wwanR a I.r•y°�iX°i��aoide,
o)
\-SEE TABLE
86 0 5 10 15 20 25 30 35 40 �QUI LEFT CE
IP7
�FLOOR ° °�""'"tli`'w"I M :2-
FOR RECORD DOCUMENTS Gee.ran,..a
AREA THM RED0sD ognNwdR HA I—i leapARED HAsm Ms— b n.erol�„a verse� r a,.��� 2a•('a I)°•,c w
a wwknat Fin.®n onsRs slwwxUA rzasla.DDr '
w sip.2D va.�w.m "° '",rr 4r
r RRE UNE PRORLE ii P MUST BLOCKING DETAIL CDWI "` ""5 NOT�°T�"%NIL" K
CDI/li1VE8S 6 MS elFawAnoN AIID SHALL NOT RE
Ct NO SCALE C1 NO SCALE IIL4.111i Fro ANY nPtlt a Oldi sMa MAY eL
NCOIPptATLD I[IER/AS A 1110i CITY OF BOZEMAN SCALE: STANDARD FIRE SERVICE NO. 02719-3
LINE INSTALLATION Revised
J-8'� STANDARD DRAWING NONE FOR CLASS 1, B, d DI SYSTEMS April 1997
€ NOTICE APPROVALS & COORDINATION HYDRAULIC DESIGN DATA SPRINKLER HEADS REVISIONS caaRACT HAwe SONi: 1 = -0
a
I BERG LAW FIRM
oHr>M¢ATwH oowrAcr aHor[ HA2AW aassETunow srsrLM AREA sa R. MANUFAc1URER Mai rwe rsesH nest¢ DROP uAlopv 1EYP SvwBu ouANnTv Na DATE DEsaeeTxw I'PEST MAN
1T 1s ra owERS Rr:�alssluTY �sax<T Boze".w raL DErARnleNr ctnlcK wwN 4oe)Sez-zvo HronAu1.DEsol DATA: CPM/SQ R. SQ R./lq.YAx 1 1-31-1X) REVISED PER FIRE UNE BOZEMAN,MON TANA 59715 atAsw Br. J. ANDERSON
Sprinkler BoytJss Archrlects,P.c.
To PROVIDE ADEQUATE HFAT ro AREA a ARnucAnoN: so.R. Iasi Al1AW. rsM Technology
�+ 1Y cy ofEacm ex:D. HUGHES
RRE.Eiwr r,eimtO,H .A R T a leL'il[lol aY •L�S Boz manaMTS9715
w:T RSE �rwwKtin sTSTTM i i 1 TOTAL SYSTEM REQUIREMENTS: o• c°"TM"cT wTH: DAa:
11-23-99
X AREAS AND w ENnosmEs G J pp TEAT.No.:99495
.p P, ru i AT rs AT 'Py Sb406585.'i , caUmACT ND:
FOR DRY ORE AND OTwrn res �o M = WATER SUPPLY INFORMATION r� O' Design 2 C' -- GaP/issar oLeoAAx 'N0
a _ SYSTEM TYPE
OF NAIVES CON1RWNa WATER fC_t
swRtrs To seRNKtiR sysTi"S ,�4Gf SZO N 0.l F-�a��_ srAnc rwEsslmE: R9
15 South Tracy a14, Bozeman. MT 59715
+tcMv�Hr ." wEr RE9Ww FfaEsawE: rs wTH cvM nowHc ph. 406-582-1936 Fax, 406-585-833r UNOERCROND FIRE LINE DETAILS,PROFILE,SECTION
olw TsT 1—AT: BY: DAM TorAL TO-