HomeMy WebLinkAboutFamous Dave's Fire Line DAVE S
0' 230 Nm 77H AVENUE
FIRE SERVICE IMPROVEMENTS FOR
PARCEL11;41!1) W, & "B"y BEhv*JG LOT 1 , BLOCK 1 AND A PORTION OF LOT 2,
3"OCK 1 , WESTLAKES SECOND SUBDIVISION
BOZEMAN , MONTANA
PREPARED FOR : ROCKY MOUNTAIN RIBS, INC.
AWN: T BALLOU
1230 N. 7TH AVENUE TA
all
BOZEMAN, MONTANA 59715
(406)-655-0745
SHEET INDEX
PREPARED BY
No. DESCRIPTION
ImmonardlumG. INC,
Consulting Engineers and Land Surveyors 1 COVER SHEET
an 1260 South 32nd Street West
Billings,Montana 59102 2 FIRE SERVICE PLAN & PROFILE CAD. zx
Phone(406)656-5255 DATE: 6-14-04
www.enginc.com 3 DETAILS REVISIONS:
4 DETAILS APPROVED BY:
QUALITY ASSURANCE:
"CONFORMS TO CONSTRUCTION RECORDS"
OCTOBER — 2004 PLE: COVER
PROJECT NO.oow.oi
SHEET 1 or 4
I rr r m L—jr
1 FF = 4728.00
ss 1 G 1 O !'
io
NOTES I °Q � 1 V• �� K 11 � OR o
- EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT c-BT—c—c c c c c—c 828 Is `I q
GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE
LINES (WATER, POWER, GAS, STORM, SEWER, PHONE, TV) MAY I ( wN R IF IR 1 € �
m o
NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 4 i; m.°usZiRF 1 Ig 1 I D I+ � I c 3 N
CONTRACTOR SHALL CALL ALL UTILITY COMPANIES BEFORE
In
EXCAVATION FOR EXACT LOCATIONS. I O X�P sE�`B �3ia,eonl
s1al Hr s•enn�� It: piiN a �� .
la v
o
f
UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND I
1 a w�AIBX IB1W¢ °� R � IRa11A1 16'R[SIRAINED � ��Q
NPE MUD I X LEE F •� v e?
1
STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE Vaa 1 I r
OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND I RESOWNED own ulm
BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED �.' w al a e m
_
IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE lY E"° Y ig01t IP .• uR u m
REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. umi uxo Maular soeoo �uE. wss w of N I Qa2
,MRus,eloas 111E solvllx '
HELLO off. 4 auvoum�A>m.uBA a L=
APFNX OAM STREET CUAE AM ASPMKT
"'N M0'I-S IIRII`RAIL" A A
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC 1 - ° . B�Tmw4 - 9 �n I ! �NlI nawASE.0
WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH, 2003 AND X >d IM4Aw IHAOm_ _ -�' •1 {�v
THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATED MARCH 2O04, /- H
CITY OF BOZEMAN STANDARD DRAWINGS 02660-13, CITY OF BOZEMAN fJ �II�nlaCOiiw'~Ra1p1iouTwl ; d
FIRE LINE STANDARDS, NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE - - -.. ..` _I-_ _1 •WnlorTwVnrtr°arwrc -_- �� 14•pAssltwr w—w r
MAINS AND THEIR APPURTENANCES, (LATEST EDITION). 1 Fa z Er oI
1 -OISTPlO 1F CLAY XIE
sc—ss-55--t ss—ss E.xlu"SEAL 14 . I Tn rTrR.YONEIIAMA
—et��R a
4 IA am NON 12*.0 WAMTm TAPM611RK
✓a Iva¢
1 Fx z- g REMOVED �Aw IF
i� copm ) B
O°``sAxaswapia )14°
„V Obi !1� CSTIIc/r IAA11 1 I 76 I APAP V m SAr AM ToToMO0sr
Ca TINS AMI SHALL w4 M A
All p STREET CUT PMtT P W
:R f LR i 5TN G RIRE
GENERAL NOTES (CITY OF BOZEMAN):
LLDLLDES
A. ALL CONSTRUCTION WILL CONFORM TO MPWSS(LATEST)EDITION.AND
COB MODIFICATIONS TO MPWSS.
SCALE
B. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER
SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. PLAN 2O�
1 M =
PROFILE
C. THE CONTRACTOR SMALL NOTIFY THE WATER DEPARTMENT A MINIMUM
OF 24-HOURS TO BEGINNING ANY WORK. HORIZ.: 1" = 20'
VERT. : 1" = 5'
D. CONTRACTOR SHALL FIELD-VERIFY; LINE X GRADE OF EXISTING
CONNECTIONS
I I
E. SERVICE PIPE SHALL BE TYPE"K"COPPER FOR SIZES LESS THAN OS k Y VALVE N
4•DIAMETER,AND CLASS 51 DUCTILE IRON FOR SERVICES 4'AND INSTALLED BYSAME ~
LARGER. CONTRACTOR AS 4' OUTSIDE OF O
FIRE SERVICE BUILDING WALL 4735 LEGEND
4735 BoTTDM FLAN
F.INSTALLATION OF FIRE SERVICE SHALL NOT BEGIN UNTIL THE PLANS HAVE Of OS R Y
ELEV. 24,J0 Q DUSTING SANITARY SEVER MANHOLE Z
BEEN APPROVED BY CITY OF BOZEMAN AND A CITY OF BOZEMAN WATER !6'SEE ARCHITECTURAL
SERVICE APPLICATION HAS BEEN RECEIVED. PLANS FOR EXACT w EXISTING WATER LINE J
LOCATION Il
4730' 4730 ss EXISTING SANITARY SEWER UNE N a m a p�
G.PRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE OF THE NEW FIRE SERVICE(4'IN EXISTING GRADE r TELEPHONE LINE W I-Z a z 0-
DIAMETER AND LARGER)THE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MONTANA F.F. 4728.00 ---_- -1 c EXISTING GAS MAIN Z< Q
PUBLIC WORKS SPECIFICATIONS AND CITY OF BOZEMAN REQUIREMENTS.FLUSHING AND --��_--
___ w_z .d
PRESSURE TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. I-------- 0'p1 0 1 a O Z
TWO(2)COPIES OF THE BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED TO THE CITY -- ♦,(t'-�-- DUSTING FIRE HYDRANT (uY�11U O Z
ENGINEERING DEPARTMENT,WHO HILL FORWARD A COPY TO THE CITY WATER DEPARTMENT. 4725' ♦ 1 ♦6�\ I ♦ 1 ,A' ---_ 4725 O J
PROPERTY LINE N 0-m In EL•
H.PRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE OF THE NEW FIRE SERVICE LINE Q�p�,1♦ QAC CT• 0 FINISHED GRADE
CT q? O qa I.X •Y Q W
(4'IN DIAMETER OR LARGER)THE"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR N e[MD T° L
� F � 1� i" U LaUNDERGROUND PIPING'MUST BE COMPLETED AND TWO(2)COPIES SUBMITTED TO THE OS ATp DCITY
EPARTMENT ERING DEPARTMENT,WHO WLL FORWARD A COPY TO THE CITY WATER 4720— y P'�` ♦\ �` r 4720
___._ °U�'ALA9 w9AAROM I (,L K m'm Y)
I.PRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE AND ACTIVATION OF THE FIRE SERVICE NEW 4'CLASS 51 D.1. w
LINE((I.E.,PUTTING THE LINE INTO SERVICE)A FINAL INSPECTION WALL BE CONDUCTED BY THE FIRE SERVICE TO BUILDING AND m
CITY OF BOZEMAN WATER SUPERINTENDENT,OR HIS DESIGNATED REPRESENTATIVE,TO CONFIRM NEW 2'TYPE K COPPER SERVICE: �' MART v m W
THAT THE INSTALLATION I$IN ACCORDANCE WITH THE APPROVED APPLICATION AND THE APPROVED L I MNNUM 6.W COVER 1
PLANS.A CERTIFICATE OF IS,
WILL BE COMPLETED BY THE WATER SUPERINTENDENT, 4715 4715
OR HIS DESIGNATED REPRESENTATIVE.UPON COMPLETION OF THE FINAL INSPECTION,WITH COPIES
OF THE OWNER,CONTRACTOR,AND ENGINEERING DEPARTMENT, INSTALLATIONS THAT ARE IN p 5 N
CONFORMANCE WITH THE APPROVED PLANS FOR THE PROJECT AND HAVE PASSED ALL REQUIRED
TESTS WILL BE INITIALLY ACCEPTED BY THE CITY OF BOZEMAN AS N07ED ON THE CERTIFICATE R y op U
OF INSPECTION.INSTALLATIONS THAT ARE NOT IN CONFORMANCE WITH THE APPROVED PLANS w p c o p M Ua Q
FOR THE PROJECT WILL NOT BE INITIALLY ACCEPTED BY THE CITY OF BOZEMAN AND THE LINEp z F-,�r�W'^ 471 O 1
WILL NOT BE ACTIVATED(I.E.PLACED IN SERVICE) UNTIL THE INSTALLATION IS IN CONFORMANCE 4710 rc IP N
WITH THE APPROVED PLANS AND ALL REQUIRED TESTS HAVE BEEN TAKEN AND PASSED. JJ p
< K Obi to C 8 P a Ll O z
F� I � i m •1 N > O i-c O.N I
J. THE REWIRED ONE-YEAR WARRANTY PERIOD FOR THE FIRE SERVICE LINE BEGINS ON THE DATE ^'
OF THE,
ACCEPTANCE AS NOTED ON THE CERTIFICATE OF INSPECTION COMPLETED BY THE
CITY OF BOZEMAN WATER DEPARTMENT, 4705
�—
I # "..X
w2 z C.A.D.
K.THE OWNER SHALL REQUIRE THE CONTRACTOR TO FURNISH PERFORMANCE AND PAYMENT e n ,'$ ,n ry 1 3�iu DATE: 6-14-04
BONDS IN FAVOR OF THE OWNER IN AN AMOUNT EQUAL TO ONE-HUNDRED PERCENT(100 = o` o Igo REVISIONS: 7-09-04
DATUM ELCY
OF THE AGREEMENT AMOUNT.
i I�00.00
HI �' A N n
.I APPROVED BY:
QUALITY ASSURANCE:
2+00 1+00 0+00
SCALE
"CONFORMS TO CONSTRUCTION RECORDS" FlEE FIRELINE
OCTOBER — 2004 PROJECT NO.:000moT
SHEET 2 OF 4
I
0
It Fp z T
NEAREST w4AliN1 �
WALL ro pA6 STOP
..,.s oN sewER case STOP AnD Ii0% N
10c
` ,DP(IF nn+PAVENEHI � o
J
NO VERTICAL PEWIRENENT
9FE OETAKS \
Y A as fi¢Aw 6' C
WATER NW ea`ISM.Dpga t \ C
e' eV
,D•MIN.O O
PARALLEL ARRANGEMENT
WATER SERVICE UNE 5" C N
(SEE C.O.B.SOINBAND -+�WAICR SER.nCC uNE� W_ N N N
O ORMFOIc MNI-.) INSTAUED BY WSTONER(sER.lc[
INS
O
TALLEU BY Cm'wA1ER DEPT. APPUGnv.isPLuMSPIG PERMIT REOURED)
U Il OTHERWISE APPROVED \� /\ \/�\ _ s V=
NmE:METER SQEO SAME AS nM(.ONnG uAlE-ND IXCCPr)ON5. N N N m c
C C �{G•
lj F0~--n0N werl PnFIENTION ASSEMBLY COAIPAGTLO BUS[a wernAx ~ W V .�-m•••
WALL CCC (AS REOVINEO) , '/+�•NA'e g-CXFLON PREVEMODN
78• IN. O NCw N[ SERVICE LIRE +� •' 1/ AW.f STOOPPASSEYBLY(IS REWIRED)
En4nxG Poe I---' N./I.a AIAR m DOMESTIC l 1 MEiCP/
14'N n� N%TVRES FOVNDFi� f. I / TO DOMESIC
B'MIN. \ B%TUNES A A
O OOwnSTRFiw \ C Y v
`E.-Ra NPE , sNU1Drs•• ' DOWTnS,REAIr \11
RESSURE REGULATOP SenOrF"
��• , NEEDED E REG `be
ROOK IF NEEDED
CROSSINGS sANXE mu_STOPSMP F DON NOTES,:
, Spacifto Montano Deportment f Health and Emironmentol Sciences approval is mall for hbrxoPlot •[MfyR STAME(51 LEA INCpMINC.LINE N f.%,TIONS METER MUST 1. Adjust Rot«velm—rel«doers ml as roadrM. imal odjualment a1w11 De mad oh«pvrinq one oaloro
uporo8on distance leis than 10 lest and for o venlcal separation distance d Teti than 1.3 feel between gA-CI(FLO'N DENCCEY TO ANGLE OR STRAI(QNf STOP ANd (DWRER-BENDNG » •ad oaolY'D
Rotor morn and gravity eewes morn.
-DOWNSTREAM SHUT OFF VALVE MUST
2, No em.p8on to the minimum sap vanI requirements( Ucol curhoNxontol)I.parmitoed"an the uwaga BE SEPARATE FROM BACKFLOW DEVICE AI 2. Nee No.69 I S50 sense,East.lardel For.«Ns oejus aus w --type risen maybe used
n to rose w
Carrying pipe Ie a force All crossings shot be arranged No than Vne newer man or sewer face ah DETAIL A TYPICAL FLOOR PENETRATION(N.T.S.) odi.0 esialing ww l --onY.
)viola.111 be equidistant and as far as possible from the-Does--in being crossed.
TYPICAL WALL PENETRATION(N.T.S.)
3. where lap loan 18 I-INO al vortical sepesction has been approved by both the City of Bars—and the IMSTALIATION REQUIREMENTS: 3. VCNe sore OojvstmsM shown b pNigrwl,ed as Type II Rotor voM adjuetmmt. Type .o a wive odjue,men,ie elmiwr
,.WAFER SERVICE
UNE INSTALIARONS SHALL CDWOMI TO THE
RCQUwEMEmS OF THE CrtY OF p02EYAN RATE"SUPERNapON1T. e+cePt wRN o WIu'el•oolkN.
Momorw Department of Health and Environment0l SCIer10H,tM new gravity sewN m01n,N Ue r,e-Rotor 2,SENWCE LINES SHAL BE TYPE N COPPER MR 3/•'.V,1 1/2'.AND 2-SEImCES.SEE STANDARD DRAWING NO.02660-12
main,of IM Cr...Ing shall be ads Iron o full length of dpa ceMarea on Me Crorq,and lM crossing Fps.•AND LARGER DDMt3nC SERVCE UNITS. SERVICE UNES BETWEEN 2'AND+ARE NOT ALDW£D,
I Ongla sh011 M pprosimol y 90 degrees. New gravity sewer molm owing rRhfi IBM k,Ghsa of a new N 3.ST MIGHT COPPER RIBNG SHAL BC USED FORT I/x'AND 2'SERVICES.
existing water in must also meal or seeeed the quimmulums at'iReco eme+bad Practice for Low-pressure ..IE ONES SHAI.BE BEDDED 3'uNDER PNU OVEW THE PIPE NIN SAND. NATW MATM&My BE USED AS BEOpN°IF IT
Air Testing of Imedged Saw«Pipe'(UNI-B-BD.or latest Zrsicn). CONFORMS TO ME REQUIREMENTS OF MONIshA PUBLIC WORN'+STANDARD ORAsFNG 02221-2 MO ODES NOT 00MNN Am•MATER Al
UNCER THAN,3/f.
S.PRON°E r1E%IBLE.WATER PGN1`DOINECTI04 FOR ALL WALL OR FLOOR PIPE PENETRATIONS.
4. 'L'is the bnpeet Pvahel Mo dord length of pipe am supWied by a pipe manufacturer. 6.METERS SNNA BE NSrALLED W THE CM'NATER DEPARTMENT AT CUSTOMERS•IF—.).NO SEMWCE UNE SHA_BE BAp1nLL[D RIM R HAS BEEN NSPECTED AND•PPROVED I,•THE WATER DEAN IMENT.
5. Adequole structural support far pipes ancronlings elwll W provided. e.6.ODIITADT Cm OF BDIEMN VuOER DEPMTMENT FOR APPROVED UST OF COPPER CONNECmONS. a)?1Z TA i•H
will SERVeE UK My BE REDUCED TO A SMALLER WE THAN THE WATER SERICE STUB.RrnIrDON N"T aF
WISE NTH1N,e•6[are STOP.
It lo�oy
WATER SERVICE LINE CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 F'.':"="=�L p
CITY OF HOZEMAN SCALE: NONE DETAIL Feb. 200E
CITY OF BOZEMAN SCALE: WATER AND SEWER NO. 02713-2 FROM CURB STOP TO BUILDING NO 02660-15 STANDARD DRAWING
NONE MAIN SEPARATION RUG. 199E STANDARD DRAWING NONE Dec. 2003
STANDARD DRAWING (LINES 2- AND SMALLER)
lV
STEEL POST MARKER
mePROPERTY PAINTED BLUE' 9
w, `//
EASEMENT Ll5�
NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT une REBAR ANCHOR p
D I/s'BOULEVARD
THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL (TTPJ6
LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH a• F o
OPENING. WHERE NEAT LINE IS LESS THAN 3 FEET FROM STREET SURFACE �•StOEMAIN GROUND SURFACE -� t F)N
EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, (DTP.)
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN ' 2 a S
TRENCH AND EDGE OF PAVEMENT. _"- ,. " ` 1 N am Q
�I 1 <
CURB W%� i •4• v A Li �Z ED Z
VERTICAL TRENCH WALLS WITH '
SHORING TO CONFORM TO O.S,H.A, w<0 F
• � ,1.3• PRO'✓�DE 5'STAPONARV 'C 3i, � y ' � Q MCI'ZO Z
��l
NG STREET SURFACE REGULATIONS (m.) ROD IN ALL CURB BORES \ n Q >U U J
°�e N
TYPE 2 EXG, 6 COVER
YIN. �:, d V c0. i• m N
H
18• COVER CONCRETE N W' QSUOUNDDE RR .�.^�:�GROUND SURFACE MIN. ni ANCHORS <c! �! • [ Q
'v INSTALL DETECTABLE SEE DETAIL B O °V,,w
EXCAVATED (TYeICAL E%CEPT IN SPECIAL
BACKSLOPE AS WARNING TAPE 18"MAX MATERIAL v
CIRCUMSTANCES WHERE CITY HAS IWn z p
SPECIFIED TO DEPTH.(OPTIONAL) APPROVEDALTERNATE LOCATION)CONFORM TO O.S.H.A. I 1 LaL mREGULATIONS " TYPE NA TRENCH WIDTH=O.D. jCURB sTOP-1� A'TYPE I EXG. OF PIPE PLUS.YmoNO STEEPER OR "B" MIN.TRENCH WIDTH 3.5'TRENCH SELECT BEDDING mTHAN 1:1 gACKFlLt 6" MATERIAL PLACED - NOTE:COAT RODS WITH 1(OPPEAS'BfNMASTiG N0.50 COATING OR EQUAL. �
SLOPE EXCEPT IN 6"LAYERS& BCSE MATERIAL)
FOR ROCK) NO CWPLNCS OR OTHER JOINTS AAyyLgwEO ON•SERVICE PRE FROM
COMPACTED TO 95% CORP.$TOP TO CURB STDP FOR 3/. AND 1 SERVICES. to
TYPE I PIPE DENSITY AS PER sTNAIGH,COPPER IP1PE SHALL B USED FOR, , T AND 2'SERVICES
BEDDING or AASHTO T-99 THRUST BLOCK DIMENSIONS W
IMPORTED 3 4'MINUS at OfrNt OF A SELECT MATERIAL BACKFlLL AREA R V
Q PROPENCr CORPORATION STOP (SEE SPECIFICATIONS) PSI I I P51 I
SELECT BEDDING MATERIAL s IN TR LLE !//i�//i%//% //%//%!//i!/%//'i/'%//'L//'�/' //' r• A A a A A p
PLACED IN 6°MAX. // ///// //////// //// // ///////r r_rr-
LAYERS AND TAP AWN AT _ %� /////////j�% j�%%/�%//%%//%//% �� 9E2MLED PWE• f 12 •Y]Y Y Yrt Y-0 Y-0 Y-e S-0 Y e 1.-]Y-0
THOROUGHLY COMPACTED t r Yin c-•Y r-0.•-,.•-0'•• a'-1 0-°.' e•-+r •'
TYPE 2 PIPE BEDDING
O
WHERE REOUIRED FOR \ �/ L 3 a • r-e 6• •v r-0 e• r-0 r
SOFT OR UNSTABLE to/_/ /
�\`\ �� -�li \�\ '
'TRENCH WT7 ���•�\� 8• NOTE:PrawFw elwm above are rnpximum orking P
wresaro6 "SM. C.A.D.
FOUNDATION a
NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL \ �C�`v ��`\\ ��\ �\ l� �\ ��" DATE: 6-14-04
TRENCH WALLS SHALL BE BAC MATERIAL
D FROM \\ \\\�%��� ���\��,�\1011 � RENSIONS: —09—oa
f\i. \i �f\i\\\,r
THE BOTTOM OF THE TRENCH o[NERN Nmc4 THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 8'VALVES AND LARGER UNLESS THRUST
SPECIFIED C THE ENGINEER.
(TYPE I EXCAVATION)- FNRN BE-tAla Swu,wE A NN NN,a IA`_co+[R NEA-0—THE Das+R¢wrouw wsFAcc.IXIVT—CONE R—e[ MEGAST B OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.
MusulRo men crxTErt Lva sown cRra[wwEH sewn¢uNa ARE LrD ro A s,REn von wHKN HM An uPNU alaPC WATER SDNrt VINO THRUST BLOCKS NOT REWIRED ON TAPPING VALVES
$NN. HA•R A MNMIN T nn ram LOVER AT.N sraP.
• SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS 2. wARR 6tmii u,a g«LL eE Ra,AILm WHDN sHpN des,HE uNA«Ncs are sn[px°. APPROVED BY:
FOR CONSTRUCTION, SECTION 1925.652 3. eEDOrrA:sINA x'•DIr.NANeruN Wmwn°-p sw.+¢°IRE'
•. —MRa s DP m TWAT oAOunc He B PNMMxL m ama n w-'a"mon. CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 DUALITY ASSURAN
STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003
TYPICAL UTILITY TRENCH DETAILS
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6
NOT TO SCALE STANDARD DRAWING NONE DEC 2003 SCALE -
sTD.No.02221-1 TRNwonDwc "CONFORMS
>>
CONFORMS TO CONSTRUCTION RECORDS FILE: DETAILS-SH3
OCTOBER — 2004 PROICT NO.: 00083.01
SHEET 3 OF 4
•
V o
6(le[G IwT aaer weC Na Hpi R[SSLIS GLLe6 cA MKSSIAK fP,f.L illle S.Mi Y
LEGEND
.e
\D�! -g FLANGED OS&Y VALVE c
sw
DOUBLE VALVE z y
MIN, REQUIREMUR1.ENT) C
4'OR LARGER CLASS 51 ��« � • B
DUCTILE IRON PIPE(TYP.) x .B1rC AS INOIGTED ON
. R nevea node g APPROVED PLAN(S)
• MECHANICAL 3/1'MIN. Redi Rod,INSTALLED IN BIA f 3 N
JOINT EVERY OTHER AVaBLE M.J. 3 e \ /A REDUCER W
MAIN- BOLT HOLES(TYPICAL) MIN. v �) 0 o N
Mcm 4n
-IT
BO'BEND WITH THRUST BLOCK UNDISTURBED EARTH In v N
CD 0
TLOCKT . O
TAPPING TEE III VALVE, CRY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF V
OR INSTALL VALVE AT
DOUBLE CHECK VALVE ASSEMBLY H N
- I
PROPERTY LINE(TYPICAL I E.
FOR ALL RISER CONFIGURATIONS) 1. ITe FIRST 1llUn9 InsiOa of the DuOdinp soon D<o UL Bated Ibnped r
Kennedy or Muelk.OShY wlre the wma axe es the fDe servke line. q ���'y� iIl W V m L
al Double F Mck VOM AssemDl:e Moll pe., - 1
0UL v ch feted. y71
. Approved by tn<U Ye.eily of S0.1h n Calitomla Fwndalion la 55
PROVIDE GLH" E, Goes Connection Control and Hydrauk Reee,ch(USCFCCCHR)Iw BEND
WATER-TIGHT CONNECTION 7 apemli<n ph IM proposed poeLon(.rLcal o.h,ixonlol)oa Mewn on TEE -E (Pt ged) BEND AA
FOR ALL WALL OR FLOOR C„•hs'o,hose.
tolled eho.n on Ins apyo.d plane.
PIPE PE4ETRA STANDARD DIMENSI S OR THRUST BLOCKING V v
3. A III.e V I.,n d.Yke noon De 1hec Kd 1-"..toy lolbI Ins
Oouble Check VONs Assembly(Worm enec4 wlre,Ilea 4eneo./abrm, REDUCERS k
meter.etc)M<ho..,on the approves Alone.PoddM-type III.W,ma not N"TNG IEFS i PI U69 9008E 4508END t W1ES 22 1/2084N0
permitted o dry ayatema.
92ES A B A I A B A B
a. A Dauae Delectw[nac4 vW.Aeesmely may a u a.Kn a.la.aore
sv.T FLOOR City of eoxeman meter. The met,loop of'he D-D Detector CMck I' 1'l' 1'-2' 1'-9' I'-6' 1'-B' V-10' 1'-7- 0'-6'
Vol.Mull hove oDwWCheckVol.Ably m-l-.nice mete
the
soma ,ileriaaboveinpumperl.a. 1'-11' 2'- 2'-2' 1'-:0- 1'-7- I•-9' 0'-10•
-t.1 ln.lolbliwo must De a npnimum of 2'above the lini.ned tl' 2-B 2'-6' " ' 3'-0' '-5' I 2'-)' V-9' V-6'Ilwr. " ' 7-3' e'-0' 3'-10' 3 0' 2'-9' 2-2' 1.-11.
6. The fre seMee ri er must be o m um of 2'1-ory outside pl. 12' 4'-0' 3'-10' 4'-0' 1'-8' 3'- --]'`` eany inlen7. The Incominp fire se mallandDof 7.5•Deb.the ha Area. METRIC E,NSIONS FOR THRU BLOCKING
WITH B, al I-. a 4-aPpurtena shop have D mevmum We.we
LOCK ralirp of 175 P51. RCDUEFR9 f
FITTING IE'ES UGS 90eB[NO KSBENO!W 22 I//'BEND
9. NI Ive servke Iine 4'IN lorgar a 11 De Cbee 51 Ductile Iron Pipe. S2C9
A 1 A 8 A B P B
10.UM Mlinp: Time Double Check VON Aeaom Mall De pool N eixs
to bah the ineomin9 ope dkmet,(uDelrt oM wlpdrp P,e diameter IOcn 0 0.4n O.Sn 03n O.Sn OJn 03n 02n
D�belCnecM VO�<NaemPWy.a 4'lire service line moonave o 1' 15cn 6n 0.6n 07n D7n 0.6n 0.3n Own
-I'MIN.,2'MAX P.- a0.n 0.8n IM 0.9n 0.]n 0.bn 0.5 O.Sn
�1�
25cn I.Ik. Llk. Lee 12n 0.9n O.Bn 07n O.bn �' ,•�y �i
\I I�
� <D 70 12n 1.2n Lrn 1.4n un I 1.On Oen 0.>n f 1�10�8 p
MAiC+R'Cw^„l L
_ L6n 1.2n 20n L`n IAn LOn IAn 7n FIN c::.1•T;G
-- 2'MIN.CLEARANCE NDlC9, J2877PE S rw>l.D�e,m ABOVE FINISHED FLOOR I.1NESC AKCS ARC BASED'ON 150 PSI0030 kpe),WIN PRESSURE 2.VRAP ALL FITTINGS VITH P TCTHrLENC.
iieWissn -_ 2000 SEf9B0p kprnrl SOIL KARtK PRESSURE
I V TANA PUBLIC WORKS scA THRUST BLOCKING srw0 oRArNc L
7ANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS N0.02 3-1
STANDARD FIRF_ SERVICE
CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. 02660-13
STANDARD DRAWING NONE FOR CLASS I, II, & nl SYSTEMS DEC 2003
NOTE: THIS TABLE NOT APPLICABLE
FOR THIS PROJECT N
0
J
6
8
F�
0
00
NOTE TO CONTRACTOR N `m
MPW STANDARD THRUST BLOCKS SIZES FOR 4" DIA. AJ K2 oz 01 Z
PIPE ARE NOT APPLICABLE TO THIS PROJECT. > woo F--'
CONTRACTOR SHALL PROVIDE MINIMUM THRUST BLOCK Q 0 Z
SIZES SHOWN BELOW, OR RESTRAIN THE PIPE FITTING 0 000 0 _j_
WITH MEGALUGS AND AN ADDITIONAL LENGTH OF PIPE amN Q
JOINT RESTRAINT AS SHOWN IN THE PLANS.
Q
O
ow N
Q NZ 0
LZ �m m
_REQUIRED THRUST BLOCK DIMENSIONS mo
�m
DIMENSIONS "A" & "B" IN ABOVE DETAIL
J
FITTING A B
4" TEE 1.7 Ft. 1.6 Ft. a
4" - 45' BEND 2.0 Ft. 2.0 Ft.
4" - 90' BEND 1.4 Ft. 1.4 Ft,
C.A.D. !1%
DATE-: 6-14-04
RENSIONS. 7-09-04
APPROVED BY:
"CONFORMS TO CONSTRUCTION RECORDS" DUALITY ASSURANCE:
OCTOBER - 2004
SCAM: -
AL[: DETAILS-SH3
PROJECT NO.: 000no1
SHEET 4 OF 4