HomeMy WebLinkAboutStockman Bank Fire Line - Lots 4 & 5, Kagy Crossroads Subdivision STOCKMAN BANK
FIRE SERVICE IMPROVEMENTS FOR
LOTS 4 AND 5 , KAGY CROSSROADS SUBDIVISION
BOZEMAN , MONTANA
PREPARED FOR : STOCKMAN BANK
ATTN : BILL SICKLE, SENOR VICE PRESIDENT
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P.O■ BOX 250 r cr,rcaR
FLxl"SONG
126
MILES CITY9 MONTANA 59301
SHEET INDEX
PREPARED BY
ENGINEERING , INC. No. DESCRIPTION
x CONSULTING ENGINEERS & LAND SURVEYORS
�� 1260 SOUTH 32NO STREET WEST 1 COVER SHEET
SLUNGS,MONTANA.59102
C PHONE 406-656-5255
FAX 406-656-0967
.-glnc,com 2 FIRE SERVICE PLAN & PROFILE
3 DETAILS
4 DETAILS
CAD. rrx
DATE: 3-03-04
RENSIONS:
APPROVED BY:
"CONFORMS 'f0 CONSTRUCTION RECORDS" Duai»Y assuRaNCE:
APRIL, 2004
ME: -
A& COVER—SHT
PROJECT NO.: 03073
SHEET i OF 4
Z >
4
tpwry "4
NOTES : ,F
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- EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIESa� v J
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION V °
AVAILABLE TO THE ENGINEER, THE ENGINEER DOES NOT \ ..
GUARANTEE THE ACCURACY OF SUCH INFORMATION, SERVICEto V ~
LINES (WATER, POWER, GAS, STORM, SEWER, PHONE, TV) MAY ��� A6• ,,zzS�� / N
NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. ~ ��� h� `x°�y b / Ld
CONTRACTOR SHALL CALL ALL UTILITY COMPANIES BEFORE � v W
va^� � W" Z v
EXCAVATION FOR EXACT LOCATIONS.
- UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND z W VI
STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE V EW 1'TYPE K COPPER SERVICE f �e i Z zo<iO�
OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND �_—_—.—.—_—_— _ __ _—_ _ _—_— _—__. Z A.�
BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED / F I
-- /^ J "om2Pa
IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE ?gy NEW 4"91 LF.CLASS 51 q v A.
0
REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED, FIRE SERVICE TO BUILDING + % �bl Z N og,.
r �( 0 N3ox
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC
WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH, 2003 AND
THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MAY 1997, r• o0
INCLUDING ADDENDUM'S 1, 2 AND 3, CITY OF BOZEMAN STANDARD
DRAWINGS 02719-3, 02719-4 AND 02719-5, CITY OF BOZEMAN FIRE t / _ z`c�.'- w r A� b;7 y g}2 V V
LINE STANDARDS, NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE I e�-o off' U ► omoy
MAINS AND THEIR APPURTENANCES, (LATEST EDITION). ., � �' 60
W /
GENERAL NOTES (CITY OF BOZEMAN):
CONTRACTOR TO VERIFY IF VALVE _
EXISTS.IF VALVE DOES NOT EXIST,
UTILITIES ADO A NEW 4"VALVE AS SHOWN SCALE ,I/71
L
AT STA.0t51.RESTRAIN NEW Y I'+.•�=-kk<LSONG
A. ALL CONSTRUCTION WILL CONFORM TO MPWSS(LATEST)EDITION,AND VALVE PER DETAILS HEREIN. PLAN 1" = 20' :Ix Lsoao
COB MODIFICATIONS TO MPWSS.
PROFILE I26
B. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER HORIZ.: 1 = 20'
SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
C. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM 2+00 1+00 0+00 VERT. = 5�1"
OF 24-HOURS TO BEGINNING ANY WORK.
0. CONTRACTOR SHALL FIELD-VERIFY;LINE&GRADE OF EXISTING
CONNECTIONS FIRE SYSTEM = CLASS I
E. SERVICE PIPE SHALL BE TYPE"K"COPPER FOR SIZES LESS THAN
4"DIAMETER,AND CLASS 51 DUCTILE IRON FOR SERVICES 4`AND 4910 4910
LARGER.
10
�z
F.INSTALLATION OF FIRE SERVICE SHALL NOT BEGIN UNTIL THE PLANS HAVE
BEEN APPROVED BY GTY OF BOZEMAN AND A CITY OF BOZEMAN WATER OUTSIDE A w OS AY Y VALVE BULLRING WALL � LEGEND Z
SERVICE APPLICATION HAS BEEN RECEIVED. INSTALLED BY SAME u O_
CONTRACTOR AS 4" R 4905 N
4905 FIRE SERVICE S
BOTTOM FLANGE g< OS EXISTING SANITARY SEWER MANHOLE 0 laJ
G.PRIOR TO THE CITY OF 802EMAN'S INITIAL ACCEPTANCE OF THE NEW FIRE SERVICE(4"IN OF OS k Y t2.3'SEE ARCHITECTURAL oY • EXISTING WATER LINE
00] J
DIAMETER AND LARGER)THE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MONTANA ELEV.-D9.86 PLANS FOR EXACT EXISTING s EXISTING SANITARY SEWER UNE Y �� 0O
PUBLIC WORKS SPECIFICATIONS AND CITY OF BOZEMAN REQUIREMENTS. FLUSHING AND LOCATION GROUND
PRESSURE TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. OVERHEAD POWER LINE
TWO(2)COPIES OF THE BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE CITY 4900 4900 ' TELEPHONE LINE Z ~p Z d
ENGINEERING DEPARTMENT,WMO WILL FORWARD A COPY TO THE CITY WATER DEPARTMENT. F.F. = 4898.58 __.___- �� EXISTING FIBER OPTICS Q L OO a
--- EXISTING GAS MAIN m W�Z
N.PRIOR i0 THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE OF THE NEW FIRE SERVICE LINE TOP OF PIPE 1"WATER SERVICE EXISTING 4"FIRE LINE AND 0 CE07ECHNICAL BORING LOCATION 0-0 p o Of m Z
(4"IN DIAMETER OR LARGER)THE"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR _ _ Z J
_ P 93.52 EXISTING FIRE HYDRANT a 0-0 a
FINISHED GRADE
UND ENGINEERING DEPARTMENT,Will
PIPING"MUST BE COMPLETED AND TWO(2)COPIES SUBMITTED TO THE 4895 4895 PROPERTY LINE
cc
HO WILL FORWARD A COPY TO THE CITY WATER
CITY ` ZIMLJ
6.5' BUILDING SETBACKS AS NOTED ][ W CD m
DEPARTMENT. TOP OF PIPE TOP OF PIPE OF PARKING LOT ------------- 0<
90.70 -90.59 IAJ
70P OF PIPE LLIU 5 Y IAJ
LLJ
I.PRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE AND ACTIVATION OF THE FIRE SERVICE -90.34 O ir
En m N
LINE((I.E..PUTTING THE LINE INTO SERVICE)A FINAL INSPECTION WALL BE CONDUCTED BY THE
GTY bF BOZEMAN WATER SUPERINTENDENT,OR HIS DESIGNATED REPRESENTATIVE,TO CONFIRM 4890 _ u 4890
THAT THE INSTALLATION IS IN ACCORDANCE WITH THE APPROVED APPLICATION AND THE APPROVED W
PLANS. A CERTIFICATE OF INSPECTION WILL BE COMPLETED BY THE WATER SUPERINTENDENT. NEW ER 91 LF.CUSS 51 N i}?4 Q
OR HIS DESIGNATED REPRESENTATIVE,UPON COMPLETION OF THE FINAL INSPECTION.WITH COPIES FIRE SERVICE TO BUILDING AND 2S
OF THE OWNER,CONTRACTOR, AND ENGINEERING DEPARTMENT. INSTALLATIONS THAT ARE IN B NEW 1"TYPE N COPPER SERVICE, u F c " 22-1/2'BEND FIR SERVICE
CONFORMANCE WITH THE APPROVED PLANS FOR THE PROJECT AND HAVE PASSED ALL REQUIRED MINIMUM 6.5'COVER N k'N 3 z
TESTS WILL BE INITIALLY ACCEPTED BY THE CITY OF BOZEMAN AS NOTED ON THE CERTIFICATE ,n o ~
OF INSPECTION.INSTALLATIONS THAT ARE NOT IN CONFORMANCE WITH THE APPROVED PLANS 488�j a F F 4885
FOR THE PROJECT WALL NOT BE INITIALLY ACCEPTED BY THE CITY OF BOZEMAN AND THE LINE B
WILL NOT BE ACTIVATED(I.E.PLACED IN SERVICE) UNTIL THE INSTALLATIQJ IS IN CONFORMANCE m o 'GI o9 .4 2< 1.5'
WITH THE APPROVED PLANS AND ALL REQUIRED TESTS HAVE BEEN TAKEN AND VSSEO. z m i m ° j o u
u
J.THE REQUIRED ONE-YEAR WARRANTY PERIOD FOR THE FIRE SERVICE LINE BEGINS ON THE DATE 4880 iry k' s�� 6 w;w YS 4880 38
OF INITIAL ACCEPTANCE AS NOTED ON THE CERTIFICATE OF INSPECTION COMPLETED BY THE ti i ; ¢� Y "' z p
CITY OF BOZEMAN WATER DEPARTMENT. �u II a u u A GRAVITY THRUST
N
x u BLOCK(CONCRETE)
M x I V tlE
H yg� (MW.OIM
K.THE OER SMALL REQUIRE THE CONTRACTOR TO FURNISH PERFORMANCE AND PAYMENT +
BONDS IN FAVOR OF THE OWNER IN AN AMOUNT EQUAL TO ONE-HUNDRED PERCENT(100 �"�WN CAD.OF THE AGREEMENT AMOUNT. H DATE: 3-03-04
o $ STANDARD REVISIONS: 3-24-04
m Y < THRUST BLOCK
FOR 4"PIPE
2+00 1+00 0+00 APPROVD BY:
QUALITY ASSURANCE:
"CONFORMS TO CONSTRUCTION RECORDS" SCALE. AS SHOWN
Fly:STOCKMAN-FIRE
APRIL, 2004 PROJECT NO.: 03073
SHEET 2 OF 4
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V o
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MIEN as s 'T R
�
To NFME olas c ale (n wALL la UPB STOP
10SIW AHD BD% ' w\z
NO VERTICAL REQUIREMENT TOP or NLW PAVEMENT CD
■ Z
' 9 It I ,-6--� �, vZ 0
S[F DFIAES
A k B BELDA � 19'WN. 1•-VAa. r/N
WA1ER We" eA'MN,PDANT aI. V�
M x fA 1,ArA LWxJ J L-10'MIN.O O j� Uj
W
PARALLEL ARRANGEMENT LJ
LUz W �o
ON IER WenCA LINE SNB
�-{— (wr co.W.WDAND —[A SEPMCE LNE---i
DUYnIIrG mrlt tt \= \✓' \. 02 t P
r—�2—� 1��2+cam WSIHLED Br LAY NAIER IXPI. ApeLIUtaN�!KUYbNG bn RaOWSD) Z F bop Vi IMIESS OmFAnW APPROKp J \,: J O I vl Y
2 �
co."cICD b5[k SUBCPADE 8 O
TT-- NDIEE INTER SHED SAME AS WCOMNG UNE-M C%aP+Iarrs. Z z =w s
IB"+fMIN,O! O x[w nPE IpaxaAigx BACNIIaw PPEVENADN ASSORLY 3 O m
1 0 O� 3
(AS PEpUNKa) YAY/f'WN g,,L%rlgy PPEVCnigx W V J a 4 3
9
EnSnxa P WPLICE lNF 1 ' M1GIE WIX 55ENRLY(AS PEWIRED)
8'MIN E,A.AN P[ w 10 001QnK ,4flEP
O ,_ nINRA[S I—TNN / To DDWESTG
Nl IIx1UN5
AA
I MN METEW oDR 1 us, am
s
CROSSINGS O°
aE s aP A
IRNGNr slop
1, specs on dww Department o1 Health and
Environmental emparaio approval ro roqur.d for. heel btal
separation distance less Than 10 let Ono for 0 vMlwl Nparotion dlNonrrr of Mes than 1.5 leaf Wtwen OLI.Pru_IXNp wlAuuxG NO1G9:
water main and 911...or main. 0 1/2'k]'SpMC6 ONI
f. Ae)Wet nbr vaNw u..Dla or eo.Itwaw se regllllM. [Mal ediNetm.w.nee W mob.ale.Po+iM end.Non
2. No emaption ED 1M mInl,,,aeporelbn rwuirenuil(wrucol or honaontol)ie pwmltled shen the sewogs T DETAIL B wl I:oalrq.
c rtylnq pippee It I—moln. NI croetfng. hall be Omengeo so Mat the owner main or ewer force main TYPICAL WALL PENETRATION(NT.S.) TYPICAL FLOOR PENETRATION(N.T.S.)
inlets will Os squldlalant and or for as poreible from the water male being crossed.�
3. YoeW lea 69 Tyler Cwperelbn aejuslobb cows-ryse dwn may W owed To wW w eaiun edRNp wM W%se eMy.
3. Where lase than 16 i Me of vertical separation has been approved by Wlh the City o1 Boremen and Ma Ixcl ilAilON RAF �IRIWInis
Manton Deportment o/Health and EMironmontal Science..the new grPlty.ewe oln,or lM eve+.Aw I WATER SENMCC UNc In5TAW1gNS SHALL CawIWW To TN[REDIANEMENIS co THE am Or I DIEMM NATEN SIIPEMNr(naAw- a, Malls roe as eMwn le noted a T II eelw vsNe os
main, t the CE09lirlg shall W ads Irem a tun IMgM of plpl centered M Marc slop,OM tM a fe:nq a.s[TKT INEs SHALL a 1'rP[R COPP[R ma 1/1',1',1 1/] AND]'WRNLES.SEE STAN__.No.oalte-1 ryetN^e^tNo
erM9 s YM rypnNAl. Tye.1 eleven va1W OelMetmeM b rknW
angle shall be oppro%imOtely 90 degree. New gr re ar male Dating whin "I It an OI 0 new q Ipl A'AND LARIXP DOKSIK WMICE llw9- WRACE Uw5 BE1N[[N a-AND A-ANE NET AUQAEO era NaI'oO"a
leling at.,mole t oleo meat .%coed IM requirements DI'RecDmmwlded ProcU..for Los-Pr.eew. 3.1TR.K II COPP[R res.5wLL w u_Fag I I/V AND]"YRMCES.
Air Testing of Installed Sewer Pipe(UNI-B-BOY or latest WAlan). 1 ca.f�om. 1.T]I�E secuwnEK�n1D5 OF AAEANt DAue RK]N�anlf5 SiA1bA�NAMING DI NAIVE µn L—Api DCONTAIN-MATEAAL
LARIXR IHAN
e.NADVK REsol MNR TIGHT CanNTC FDA ALL MALL OR FLOOR KK PENE11untueI.
4. 'L'I.the longest o 11.bla.1drIKI INIKth of PIP.Ds supplied by a pip.mawlacWror, a.YEIERS L BE INSTALLED P THE CITYMTER MEW NT AT CLSTWERS'C%KNSE
T Wlwa LINE—I IX eACATAIID Irrro,IT HAs BRN NSKCIED AND APPROVED P MI.TEN DEPARII.fill. -
5. Adequate MNOWroI WppoH Iw pipes at cresinge Mall W provided. 6 Caw cm DI do— .TER IXPA ..Ipf APPRO,T..1 raPFIR CowELlgr6. +'
/'a,Ld.TA/�
WATER SERVICE LINE /YI+D
CITY OF BOZEMAN N0. 02719-6 ILAO3REGORL
SCALE: FROM CURB STOP TO BUILDING CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 !r FOGt N(,3rEOR
CITY OF BOZEMAN SCALE: WATER AND SEWER NO. 02713-2 STANDARD DRAWING NONE June 1999 STANDARD DRAWING NONE DETAIL Jan. 1998 128
STANDARD DRAWING NONE MAIN SEPARATION AUG. 1994 (LINES 2" AND SMt LLER) Rev, July 2002
m\ru\dNelI19 rn•.�.rdttu3la-x ADDENDUM N0. 1
STEEL POST MARKER
PROPERTY PAINTED BLUE-]
LINE OR `//
NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT LINE
Z
LINE O
THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL 5 112•BOULEVARD 0
LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH (�) 5
OPENING. WHERE NEAT LINE IS LESS THAN 3 FEET FROM am
EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, STREET SURFACE a fY m
5'SIDEWALK GROUND SURFACE REBAR ANCHOR ��
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN (TYP.) Y
TRENCH AND EDGE OF PAVEMENT. A \\Ax�
Z Z 0 Z
VERTICAL TRENCH WALLS WITH f wl CURB Box m f K�
SHORING TO CONFORM TO 0.5.H.A, .,
EXISTING STREET SURFACE REGULATIONS • ---- --l1 s• PRovloE s's7AnoNARr N Z
O(n O
TYPE 2 EXC. (I,) ROD IN ALL CURB BOXES Z d 00 Q
12" SUBGRADE OR 18^ 6 1/2 MIN. C " - C" �O Z W
MINI GROUND SURFACE MIN. COVER . ,
INSTALL DETECTABLE - - 'U 0 w0 Q 0
BACKSLOPE AS WARNING TAPE IS" MAX EXCAVATED I • B' O Q W
MATERIAL SEE DETAIL, 4� 6' CONCRETE V �Y n1
SPECIFIED TO DEPTH. (OPTIONAL) (TYPICAL EXCEPT IN SPECIAL I µLHDRS - f 0 w O
CONFORM TO O.S.H.A. 1 BELOW CIRCUMSTANCES WHERE CITY HAS
REGULATIONS ' TYPE ^A^ TRENCH WIDTH=0.0. 1 ) (n w�m
rAP P mN1RAcrOR APPROVED ALTERNATE LOCATION
TYPE I EXC. OF PIPE PLUS 2' ` <
NO STEEPER OR CH MIN. TRENCH WIDTH 3.5' Z
TRENCH SELECT BEDDING cuTAO stop �a
THAN 1:1 - MATERIAL PLACEDL Ba
SLOPE EXCEPT 6" IN 6" LAYERS &
BACKFILL
FOR ROCK) COMPACTED TO 95Y. WATER AWN
TYPE I PIPE OJ
DENSITY AS PER BASE uATERILL NOTE:COAT RODS WITH'KOPPERS'BITUMASTIC N0.50 COATING OR EQIAAI.
BEDDING AASHTO T-99
IMPORTED 3/4" MINUS a
SELECT BEDDING MATERIAL ��
PLACED IN 6" MAX. L`\i PRpTAIL OF PERLY A CORPORATION STOP SELECT MATERIAL BACNFILL AREA THRUST BLOCK DIMENSIONS
LAYERS AND -+ 2 ' '� (SEE SPECIFICATIONS)
THOROUGHLY COMPACTED CORD INSTALLED t I
CORPORAT/ON s
4.. STOP. � w � r r z r r-rr-dr<•r r r r-we-or-o:-
TYPE 2 PIPE BEDDING BIC
TAP AMIN AT �3/4'CIA.MIN. 1 r-r ab rs r�
WHERE REQUIRED FOR SPRlNCC/Nf. sERACE PIPE Y-a Y<Y-a r Y-e Y-a'•-r•Y-°'• _s,,
SOFT OR UNSTABLE s t 4 r-a r-D r<r-e r rb.,a a,-0•r-o e��. -•
16 r -o r-a.•-A r r w._o.
FOUNDATION 7 O T 4 r a-p r-a sea a• r <.•
r-e ss r�e•-r r r-e•• C.A.D.
DATE: 3-03-04
NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL 777aTRENCH WALLS SHALL BE BACKSLOPED FROM - 4 6'MIN. NOTE:Pro.eM.es shown aWw an ma%Imum norNlnq pmsune 1.ayabm. RENSIONS:
THE BOTTOM OF THE TRENCH - - TRENCH BOTToM;
(TYPE I EXCAVATION)'
THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6'VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER
IXlrrm fork.
' SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS I. wA—soma LNIS—1 HAVE A—MUM.1/]FOP PE EN—RED FROM 1NE Em wD ONEUND suF.cE.E---Iw.r cwER sIWLL SE APPROVED BY:
FOR CONSTRUCTION, SECTION 1926.652 LLWRED Face UNIER LINT STNfrT DWDE WHEN%RVKE LNES ARE LAID ra A WNEEL Leg[Are ILU AN UPHKL SlK➢ . WATER SEIA NES CE CA
Wuu W 7 A_Um 1 1/1 roar DON.AT IVPe s oP QUALITY ASSURANCE:
]. _`ER SERNCE II.—1 BE NBINLED AMERE SHaWN ON THE DIWwNGS off AS—onso.
TYPICAL UTILITY TRENCH DETAILS = HrmNK_dEl'_.NAaOUAAI .,b`STm+E[ CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02718-1
NOT TO SCALE • Ns1Au cvR^SOP sD THAT OPEMTIIIG%Y IS PA a io WRln IN DT-wL ale. STANDARD DRAWING NONE WATER MAIN VALVES AUG. 1994
STD.No.02221-1 TRNCHOIL.DWG
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02719-1 SC
STANDARD DRAWING NONE March ie o00 "CONFORMS TO CONSTRUCTION RECORDS" FlLE STOCKMAN-FIRE
PROJECT NO.: 03073
APRIL, 2004 NET 3 QE 4
. �
V oW
rAA.f1m.S M.aem RnKYe r.m.aAa ar<.ep "'"1 con"a[ LEGEND >
e.anw Ans.r.m o<.ma.v eoo.loyal u11pia.�unrn w`w"sws1�M AOE ar..cmd.Acwa.
I\D® -E WINGED OSBY VALVE
DOUBLE CHECK VALVE
iV�Kn wxe�r.MMrwxsl $MIN.REQUIREMENT)
LARGER
_
1"OR ICER CUSS 51 [ %AS INDICATED ON - '
B �Z
DUCTILE IRON PIPE(TYPO n+lon .,lan AKNE S APPROVED PLANCS) e - - _ J
MECHAMNCAL •-3/1 MIN Reds Rod.INSTALLED IN \`B - • r \ Z
JOINT HALF OF THE AVAILABLE M.J. f \ �/A� REDUCER
MAIN BOLT HOLES(TYPICAL) MT�� Y ixrx
SETBFNO WITH THRUST BLOCK 1 W
UNDISTURBED EARTH w
Wz �
TAPPING TEE!VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY
Wz
PROPERTY LINE(TYPICAL Z N
FOR ALL RISER CONFIGURATIONS) 1. The FIRST lilting insitle of In.building shall be a UL k'elsd(longed 1 ue VINn,
Kennedy ar Mueller OS&Y wive Ibe same ace as the lire x ic.line.
0 Q N IpDr
L-J 2 n Daude Check Vale
AMpsmDl.es ena+l be: — pJ�n _,[pI /w Z yl Vt o F
UL o•PM Baled. D�KY9nAry �7'`lyyAl V b
roproned oy the Univervty N Southern Calif,,Na F ndoben ter j 28
PROVIDE FLE%IBLE, Cross Connechpr ConVo+and Hydraulic Raew.M(USCFCCCHR)le•
WATER-TIN
T NECTION 7 ope•ation in tn.proposed naaUon(verUml er horimntaQ as andsn on I
awroaee Dlano� Z z w g
FOR ALLLOOR [. kml lied anon an the approved mono. TEE TEE (Plugged) BEND
PIPE PE 3, A floe dalaclion device shall be:h.ta.ed im d:ait"fella�up the L, ;
OaubM Check V.he Assembly(Norm anea.rdae:(law dalaem• 57ANDARD DIMENSIONS FOR THRUST BLOCKING W U _coo
cosier,Nc.)os sheen on Ens opp od Dl....Paddle-tyPe IIOe bans not
;oh,U,C an d o.t. . +R£INlCERS!
l A Daude D,Ie ,,Check Vane..,holy may be u.m rith o alandahe pTRN¢ IEES!nucs Seam !3'BEND!WYES II 1/I°BEND
Ms,sIOA FLOOR City N So—.nh ter. The meta loop N theDauNeD.A.—Check SIZES A ➢ A B A BA .nail hors d Double Cho'k Vala.MeemNy inslolled.Nch meetsIh.wme installation criteria so Alal above In rwWrcmenl numb.,MeIn.Rni.nw ' z•-¢• r-u• z•-s• z'-z• r-1o• r-r r-r o•-Io'� 6, lnel+rTnrKce r r m N M o mnimum of 2'them ony whOhOO,oil, 8 2'-B' t'-3'antl om'rd m P1 1'Irom aany interiorA-1'7 TM m coin'firs e.nee Itne.noll bs o minimum 6.5'.and a5the fini.hed geode._ • ' • 6'-6' 1'-11' 1'-9' 7'-S' J'-3' 2'-3'
END.,WITH B. NI lire .line...uHenancee sMl+hove a mmNmum D/enureT BLOCK *•' r.Nn,N 175 PSI.
g. MI rhe..rviae I,nn r and larg.r.had a clan sl DaNue l.on Pip. METRIC DIMENSIONS FOR THRUST BLOCKING
LEES!3UO5 90'BEYlO e3°BENO!RYES afdICERS!
M:nq. Ths Douor Cnwk Vane Aneme+n sha+l no . a R71NI0 11 I/I°➢END
le boN the In[em:rp um dla.4' (upetheam)and oul0di no Dios diameter SACS q 8 A 8 A D A 8
I..._.... ((do I,,-m). Fer a pM,a 4"lire s.rvlce line anauld re o A'
Deuble Check Volve Meernby.
--1'MIN_,7'MAX. AM 1M� IOcn OSn O.en 0.3n OSn 0.3n O,Jn 03n 0.2n
'°•tlei� '°"ne^iO°"''"'���.h°..ro q w""ivs"' P"�,[e Is— ". 0.6n 0.71 4Jn 0.6n ➢,5n 03n 0.7n
l�T rw. Y Prrnww,n.lI awr aw.i.'.'T'nnrw1n Ih rm s0 u.met.awW
xn.ln aewm ,snw a Iw..ne rn fw.wi,nl w Inf cools 20en 4Bn ¢.Bn IDr 09n O,h+ 0.6n 43n t13n
t�1 1Y.�",.+ir. tl w..Ul,rw sa^M.^."^•tn^"I(h s°ry°'I Ms 2$Cn fOn fOn 1.2n 12n 0.9n 0.8n 4f 06n
J}?2'MIN.CLEARANCE w+M)l� +v,. .70 n 12n 1.2n LI l.In l.lnVE FINISHED FLOOR qeM(en^•,.e.,)w un Jben 1.6n 1.2n tb. 15n I.an 1,0'n 1.0n 0.7n
OKTA/yq
~ L THESE TABLES ARE BASED ON 1.50 PSIU030 kOa)MAIN PRESSURE2.VRAP ALL ElinNc$VITA POLY[>NVLLnE ♦,
s ewanen'x 2000 PSEc9800,9/nvM SOIL BEARING PRESSURE RE"TO+I 7T 5 L ll0
STANDARD FIRE SERVICE N0. 02719-3 6TAK➢ARba,ANnc MA RE OR
MON TANA PUBLIC WORKS SC4E: THRUST BLOCKING * FOGE SONG
CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO.02713-T 128
STANDARD DRAWING NONE FOR CLA,S I, II, k III SYSTEMS jan. 2000
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DATE 3-03-04
REN�ONS
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APPROVED
OUAUTY ASSURANCE:
"CONFORMS TO CONSTRUCTION RECORDS"
APRIL, 2004 SCALE
Fly;STOCKMAN—FIRE
PROLCT NO.: 03073
SHEET 4 OF 4
P
9