HomeMy WebLinkAboutHighgate House - Fire Service Improvements HIGHGATE HOUSE
FIRE SERVICE IMPROVEMENTS FOR
LOT 1 OF STONERIDGE PUD, MINOR SUBDIVISION #3
2219 WEST OAK STREET
BOZEMAN , MONTANA
PREPARED FOR : BU RON , INC.
1 155 ROBSON STREET, SUITE 400 R�I_
* FOGE:SCNG_
VANCOUVER, BRITISH COLUMBIA \ ,z
V6EIB5
SHEET INDEX
PREPARED BY :
ENGINEERING, INC. No. DESCRIPTION
�► CONSULTING ENGINEERS & LAND SURVEYORS
L, SUITE 200 CREEKSIDE 1 COVER SHEET
e' 1001 SO. 24TH ST. WEST
BILLINGS. MONTANA 59108-1345
406-656-5255 2 PLAN
3 FIRE SERVICE PLAN & PROFILE
4 DETAILS
5 DETAILS
CAD.
DATE: 9-15-03
RUSIONS:—
APPROVED BY:
"CONFORMS TO CONSTRUCTION RECORDS" QUALITY ASSUME
MAY, 2005
SCALE: -
RLE: COVER-SHT2
PROJECT NO.: 03071
SHEET 1 Of 5
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0
30'WIDE CITY OF BOZEMAN
45Ob6' WATER LINE EASEMENT N
SNOW STORAGE AREA
20'-0"SETBACK LINE IGW____ _ _ _ _ ____ _ - SEVER SERVICIES FOR SERNCLL
i
/ PItONOED BY NEW 8"AWWA C151 CLASS 51
� "E/4'STI UNITSPOP �'/ �. W11142 ON MAID. .�. •\ \\
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I 1/1•SDR7 HOPE RIM-31.W
11242 LP _SS v-M.00 \ \ W
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INw25.60 DISCHARGESTRUCTURE
TYPE II CURB INLET \�w \4� •B•(SEE DETAL) V V
crr h / °Nv:za ie LOT I 1
W \\ $ FUTURE PHASE TIll A.,RES RIM-27.1 w A 2 \\ s
/YP:.n CURB W�ICT , ,20 511G / I I I INV.25.. .60 Q m }�
Q-P / �S R•u-27 W ° TOP OSV-4n).40 Y. Z�Z�i1d+
/ Nv.26.10 Sa / BOTTOM E -4726.00 •`. gt s
/ Q,(4 /A SIDE SLOPE-4:1
/ 2 / / -2a.00 V UME-57M QU FT f TTENrIp. t ''p�zZ EXISTING MAMKK£
°a. R 1 -4)zT.o `a \ Nw•o'' , RIM-33.40
BIDCH%�- 1 rs -- -•\ NV WT-22.25
NV N.x233
RN-x).aD• - r vtY oU Err _-
/ I i INv w-2e.00 TYPE x cuRe XkET �,\ �\ 0.431% ^
FUTURE VILLAS I I NV Wr-25.50 �.- fllll-2e.o3 I. COURTYARD NV-24.3G 71.e7 LF a'sEwER •a4!ks \ EXISTING 8"SEWER /\ e•s
2. OF Nv.m.Tx - a (SEE ARCH) s - - \ s��•3B
'0 3i {.. \ �\ \ 3 OOTWEEN
MANHOLES
1>R NEW 4-DOMESTIC 1 \
0
SERVICE
/ r I Pao t �{o \ _ "I� ON `k,•
1 1 `E -_ I j 1 Q LJ 0
Tl y o � Al
' 1 M 1 /p•y TYPE II cLRB INLET " NEW 4 FIRE Isoo cA�, -
q • 4 G RM-29.03 8 ❑ ❑ S E�A>•n
.nem NV-26.20 SERNCE
'� INV -24,)1 N!x {.Pf'Qo \'L`!w`A / /•
�} ❑ ❑ Nv.24.95 IHV T-24.46 \ 1() G'Aa NtZ`
• OW�.(-AWEA �--J -L I P - T Wwv ��A�f'I
(SENT DETAIL) R[\ L I I°bfl I 1 T
MI 8'COVER �1� � O 1
P1 I •�Q' rn•E II CGM INLET 1 . , . ➢` L\
7 I I \ \ 'RN 10.13 —�'--d1 27.02 Lf B•
SEWER SEANCE
EXISTING
1 5TORMWATER I1 \
1 RETENTION POND
' PER SID 663ti VA
u 1 17
CITY of D a N \
BOZEMAN 3u I b\ HN-30.ea G 1 1 1 Z
1 (DRAINS A
1 PORTION OF I'^ $ I \ s0\ - � '� 1 1 Co
0
OAK STREET) I `b� I<I <<� \ .. .. .. \� 1 .��,` 1 1`
DRAWN PER 51D L3 i w 00
1 663 AS-BUILT .- '4p W lL DO
DRAWINGS AND �Z; 111 1 V� Q
TOPOGRAPHIC <p �Liy ,&, ! �l L Z� Z
1 SURVEY BY �� I � •'� I 1 30'WDE O 20 H
1 OTHERS I �; .< Ir4 G I ""�• \ CITY OF BOZEMAN Z
1 1 o� FUTl/RF Vlt:Ate, _ N. i WATER UNE I = >�
EASEMENT \ Z
Z 0-
1 _ ` _ _ _ _ - 1� _.I_ , NEW 8"AWWA C31 Q wLAJ Q
- - - I - - - - - - - -- -_ - I1M IV AREA MIST - _- - - - - - I•. CLASS 51 , c3 o 2
1 r I 25'-0"SETBACK LINE IV
JDAI I 1 DUCTILE IRON
WATER MAIN I = S Fr N
. .—. —.—.—. . .—.—. - . —.—. — — — -. — — — — — _ gin
°
- - - - _ _ _ _ - _ _ i - -25'0' P.A.t G.E.LINE _ - _ - - I .I - 1 '11
11 LIMITS OF EXISTING I I OMITS OF EXISTING I I 1 LI 0
PAVED STREET - - , PAVED STREET
_— - -- &- ---►--.__..+.- -...M. .oiv. �.>< >�.. __ __-'°Y___�Mc___=x=_ -�aL__"'°�_�'xL__�— =>a__Pe ____ _..t _..�.. - -w __— 0
O
Tic
W w w-( W w w W- w- W _ -_ w - w w w- --W
EXISTING I v
VALVE(TYP)
CONNECT TO - - - - - CONNECT TO
EXISTING 10•DI WEST OAK STREET(PRINCIPAL ARTERIAL) EXISTING 10"DI
MAIN WTH TAPPING MAIN WITH TAPPING
- - - -- SLEEVE h VALVE SLEEVE B VALVE
f
: LEGEND EX.FIRE HYDRANT —T— TELEPHONE CABLE - - GENERAL NOTES(CITY OF BOZEMAN): �
�.A�.
BATE: 9-15-03
#1 BENCHMARK i f N GATE VALVE —SS— SANITARY SEWER uzuiu —
STORM MANHOLEENSIONS:—
•O. EX.POWER POLE -SO- STORM DRAIN A. AlALL CONSTRUCTION NLL CONFORM TO MPWSS UTEST)EDITION.AND
MANHOLE COVER ® E%.MMlBOX —W— WATER MAN COB MODIFICATIONS TO YPWSS.
RIM ELEV. = 4733.23 m SAN SEWER MN —G— GAS UNE B. ANY EXISTING OR NEW VALVES MACH CNMR THE COB'S WATER
$2 BENCHMARK f m STORM GRAN MH T SON SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.STORM MANHOLE APPROVED
■ CATCH BASIN C. ME CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM APPROVED BY:
i 24-HWRS TO BEGINNING ANY WORK.
NOTE: MANHOLE COVER # EX.LIGHT PONE d QUNJIY ASSURANCE
CONTRACTOR CONTRACTOR SHALL FIELD-VERIFY;UNE k GRADE OF EMSTNG
TO VERIFY RIM ELEV. = 4733.49 D. CONNECTIONS
BENCHMARKS E. SERNCE PIPE SHALL BE TYPE"K"COPPER FOR SINS LESS THAN "CONFORMS TO CONSTRUCTION RECORDS"
WITH CITY OF 4'DIAMETER•AND Q TTL ASS 51 WCE IRON FOR SERVICES 4-AND
BOZEMAN
SCkf
LARCER, MAY, 2005 Fl BO EMAN--WATER•
AS SHOWN
STANDARD
BENCHMARK
PROJECT NO.: o.3t71
SHEET 2 OF 5
�`0 IIPE I OVRB WLET VJ
p Pow-2J.7]
Am IN
,— ' zSeO
WV-26.60 \\ o-A 1 •\\J gSWMCE ■ O
LOT I S RUG URE U
1.I5 ACRES Pou-z].1 >r \ r^f
STORMNA Z
EXISTING MANHOLE Q
j1 BO ] .75 ou FT_ - INV IN-225 Z We
30PE- :1 •\ INV OVT-22.2.25
11 0.4319— M� V)
C47URTYARD INV-24 M 71A7 U,e'SEWER •o.�ss \ EXISTING B'SEIYgR c ■ X
(SEE ARCH) - e'sr---� . rr� W
\ 330.10'BETN♦EEN W
LLJ
'J L. _Z\ MANHOLE5 N
NEW 4'DOMESTIC j - --- (n o
SERVICE -- ` \ 1 I Z
` Q
Lr Fn
00 \ \ Z Y N Z
Z Z I�11
. qQ LJ 0 J o N�'�
8 ❑ ❑ ANEW 4'FIRES I�GAL AIL�V \ \�1 9GA��9L 1 Z
SERVICE (SE5 INY .24.1 NEW 4a' ANNGIE NI97t Z Z
INv-21.95 INV T-24.48 RIM- 75 5 0 J
LL I Yoe Ap
p ❑ ❑ - 27 /WN`NIX
O, pA'w I o 50D]O
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0 SE`MR SERVICE ) 1 0 0 2%
4
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NOTES
- EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES - UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH MONTANA PUBLIC SCALE
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE WORKS STANDARD SPECIFICATIONS, 5TH EDITION, MARCH, 2003 PLAN 1" = 30'
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT OF A LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, PROFILE GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED DATED MAY 1997, INCLUDING ADDENDUMS 1, pNTA
LINES (WATER, POWER, GAS, STORM, SEWER, PHONE, TV) MAY IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE HORIZ.: 1" = 30'
NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS, REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED, VERT. 1 N = 51 * iR
CONTRACTOR SHALL CALL ALL UTILITY COMPANIES BEFORE - DIMENSIONS TO BACK OF CURB MAC
EXCAVATION FOR EXACT LOCATIONS. OGR E BONG
12M
1+00 0+00
GENERAL NOTES (CITY OF BOZEMAN):
UTILITIES w
A. ALL CONSTR 4740UCTION WILL CONFORM TO MPWSS(LATEST)EDITION,AND 4740
COB MODIFICATIONS TO MPWSS. � o
w
B. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER U O
SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.
It Lo
C. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM 4735 O w 4735 z
OF 24-HOURS TO BEGINNING ANY WORK. 0 O
a
D. CONTRACTOR SHALL FIELD-VERIFY; LINE h GRADE OF EXISTING o 0
�' _J
CONNECTIONS W
5
E. SERVICE PIPE SHALL BE TYPE•'K••COPPER FOR SIZES LESS THAN Ld Om W
4'DIAMETER,AND CLASS 51 DUCTILE IRON FOR SERVICES 4"AND 4730 4730 (n .N Q D'
LARGER. MINIMUM 18'SEPARATION Z Z 0_
BETWEEN FORCE MAIN W Q
O fZ
TOP OF PIPE AND:WA,TER MAIN TOP OF PIPE T K O Z
ELEV.-4725.50 ELEV.-4723.86 TOP OF PIPE y
ELEV.- 4722.64 0 Q
LEGEND 4725 TOP OF PIPE 4725 W o J
o
J( EX.FIRE HYDRANT T— TELEPHONE CABLE TOP OF PIPE 4•FIRE SERVICE,,MINIM ELEV.-4723.29 d Z
LLI
D4 GATE VALVE —SS— SANITARY SEWER ELEV.-4725.22 UM 6.5•COVER U („)
'a. EX.POWER POLE —SD— STORM DRAIN = 5 N 5
® EX.MAILBOX —W— WATER MAIN 4720 4720 LLJ w0 m
G SAN SEWER MH —G— GAS LINE
® STORM DRAIN MH SIGN = Of N W
■ CATCH BASIN li
0 EX.LIGHT POLE LL W
4715 1. 4715
U O
U V1
O
4710 � 4710
s Y,
N
47050 N 4705
o I N CAD,
DATE: 9-15-03
Z a 0 REVISIONS:
+ o 0 0
4700 4700 "CONFORMS TO CONSTRUCTION RECORDS"
MAY, 2005 APPROVED BY:
QUALITY ASSURANCE
+ SCALE: AS SHOWN
FILE: BOZEMAN-WATER
1+00 0+00 PROJECT NO.: 03071
SHEET 3 OF 5
V o
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Y-0' H.
I �NRe�"AND /wI ro M 9w INSTALL PLUMB WITH TO B cN OF CURB Q
L_
NO KRiIUI REOmREYENr / PUMPER NOZZLE i Z/ !ACING STREET
MEW HYDRANT J
UELLER CENtURIwa
I',, a a a6oW '-Cr CLEAR ALL
"x+a a sa+H•uw.� -.J ^� a.s AROUND(TREES.HEDGES. x
BUSHES,ETC.)
,D YIN.O O x
w
PARALLEL ARRANGEMENT
AWUSTABLE SCREW
ON 1,`10N5 R SHOWN C ttTH VKK BO% ZEi
_ M PLANS OR cu WtM LID sl. 6 Ur N 0
ABOVE Op 0%CURB W
a L- (wwlP axowow —�- Wa-sE --I Z W Ol
r nNxse PnIB+W W�wwlwm ;w"LL:aI ea.La:,e I.:u"" GRADE w QW 3 In
GROUND LINE B (7 W N Q
�—
( I1/IAmiwr(ia ROVR01 t Z�
L)Z Y I
2 nT ----- J
O Z � -oNfI
NOUUNOSTU Zs,Rw
E.IN "BED
6.S'COVER 1 1 1 O W O=O
+ I 1 W In�md
} + YLR -
CROSSINCS Oa raWwr srw I Ir CONCRETE A
Rusr
m of Nea1W and Fnvuomnendl Srlenc r.l Is required fw a hwlxonul
S cillr Man tang lk amn e3 appm BLOC% lO awx UNC V V
I, P
upareurw diwnre kss Wancl0lcet and for a vmiwl upantion d+stance Pf les Wan I.5(al bewcen warm -awP came �.
(t i/x'a x'serssces oeLh
d ivy
QE129EIR R PE:i e
2. N epti n t W - sepant'un requisemma(ver•ce'or hanzmul)is permitted whin the sewage TYPICAL WALL PENCtne,TgN(N i.5.) TYPICAL fL00R PENEfRATON
ar-yir.R pipe is a forte .in All crossings shall be amnged so 1I We sewtr me W It,Sawa+f--rwn joints '1
will be equidistant and u farm possible horn We water male bemg cm sad. .JOINT AS REQUIRED Felt
PIPE SPECIFIED
). When Jos then IE'mchet of vemul upention hn been approved by bah We Cary of Beaman and We "Ns ea w�/t:�:M�i xpr s rm+ces a rq wr+s-x --
Montana Depamnenl of HcaIth end Envvvrlmmul SClenccs We new gmviry to r m Pr We new wnc "oolr[snc smvsw u[ raa Hxr a.IaWe i
as We crossm8 shall be made from•full IengW of Pipe ce ered on We crossing,end We crossing an8k IWrcRrlUewc ssNa ++n•Are x' + I - /
shall be approxunNely 90 depeo.New yaviry sc maw Rowing within is inches ofa new or existing a rns anutNrs w IaemNss nWsc.own srero.An wun.c o}xji-} o oo•s Nor cmrw rI+wrzmn \
ust also mac w exceed the mgvir wmu of'Recom &d Practice for LOw.Prnsum AP Tluta��zLa/e Iraq rnn
61M WNa rtaaR wa[eUa+Mr+eNT. NEW K AU%ILYRT GAiE VKK
lkating dlnstalled Sewer Pipe•(UNI-B 90,-lelertvenlon). iwc .nrN[NI Ar cIrsTW.Wns rtn ovxrnEm
NIN.1/2 CUBICYMD WASNCD GRAKL FUWOE JOIN`
a twRAR OO w aPIDWN Wr.rte asun+nNr r a W WD"�"tRtr a le Nt p Iu
/. ^L'is We longest avMlable standard IengW ofpape as"Willi by a pipe manufacturer.
5. AdegPateatm lwPPenfwPiPeancmYingsshauheIN"'ded. _ CITY OF BOZEMAN WATER SERVICE LINE
_ SCALE: N0. 027t9-6 CITY OF BOZEMAN SCALE: FIRE HYDRANT N0. 02718-4
I FROM CURB STOP TO BUILDING
CITY OF H07.EMAN SCALE: WATER AND SEWER— N0. 02713-2 STANDARD DRAWING NONE June 1999 STANDARD DRAWING NONE Revised
STANDARD DRAWING NONE MAIN SEPARATION AUG. 1994 (LINES 2" AND SMALLER) Rev. Mar. 2000 Feb. 1996
�pPITAj
MACGREGORL
FDGELSONG
lsana
STEEL POST YARRER
PROPER, PMNrCO BLUE M
NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT f UNEOR 7
THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL r EeSEYENi //
LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH S 1/2'BoutvARo LINE Z
OPENING. WHERE NEAT LINE IS LESS THAN 3 FEET FROM (TYP.> I '�— O
EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, STREET SURFACE I a V)
REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN 5'SIDEWALK --cRovND SURFACE 0 Q
TRENCH AND EDGE OF PAVEMENT. ) w tL m
'vas r IM V) n fn Q
VERTICAL TRENCH WALLS WITH Y 1 -"I tune x 2.5 Z 0Y Z
SHORING TO CONFORM TO O.S.H.A. eo + w Q
O
EXISTING STREET SURFACE REGULATIONS Pao+nDE s'sTAiroNurr I O �Z_ Z
TYPE 2 EXC. lTw.) INC.IN
Au CURB w',ES = O J
1Y SUBGRADE OR 18" I 6 1/2'YN. Of Q
MIN. GROUND SURFACE r MIN. COVER Pj r a-
Oj H
INSTALL DETECTABLEVEXCAVATED SEE DETAIL �_-6. Q W W Q O
BACKSLOPE AS WARNING TAPE 18" MAXATERIAL BELOW (1YPItK ExcEPT IN sPlclK L�O
SPECIFIED TO DEPTH. (OPTIONAL) Tr sr mwacroa cmcuusryacEs WHERE ctrY HAs 5 O W
CONFORM TO O.S.H.A- \ APMVEO KTERNATE LOCATION)REGULATIONS aTYPE qTRENCH WIDTH=O.D ` cuae STOP (w/T Z m TYPE I EXC. OR "8• OF PIPE PLUS 2' O
THAN
STEEPER MIN. TRENCH WIDTH 3.5� = W H-
THAN t:l TRENCH SELECT BEDDING WaN N
SLOPE EXCEPT BACKFILL 6" MATERIAL PLACED /
FOR ROCK) IN 6" LAYERS & BASE Yr,TCRULJ O
TYPE I PIPE COMPACTED TO 95%
BEDDING DENSITY AS PER _
AASHTO T-99 OfTA2 Or A
IMPORTED 3/4" MINUS )( PROPERLY CORPORA—STOP SELECT MATERIAL BALKFLI AREA O
SELECT BEDDING MATERIAL a LRSTALLEO /�'/�• - /.'//a'/, (SEE sPEallunoN- J
PLACED IN 6" MAX. N CORPORA �jj jjjj%%�j//%�j%%%/i%�jj�/%:
LAYERS AND
THOROUGHLY COMPACTED
TYPE 2 PIPE BEDDING
WHERE REQUIRED FOR
S Yj X 5
SOFT OR UNSTABLE
FOUNDATION
NOTE: WHEN IN UNSTABLE SOFT MATERIAL , ���\ \ � Y�\��,.CC%• DATE: 9-1s-o3
TRENCH WALLS SHALLL BE BACKSLOPED FROM raa s<e.%x I,�sNu Hwx A ull.w 6 1A2 min eou Ie.D row NK um,,NR arwlau slPWatt.wwPr rwr eon!PsrL ae REVISIONS
THE BOTTOM Of THE TRENCH ,YIP„cENrtn L.nnm putt Wien awvcc Ixta.IW axn ro.la•nl%r s«W.oI rWs AN PINaa snrx. Part%sUna ures
(TYPE I EXCAVATION)- „r 1n row case Ar cuW sin..
IrmwLm.NEIc sHO.N a TNL wWacs raa a srcmfu.
+ •w aERww INN:
' SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS ruI m r M maB"swan ro smm M wr-aosrnan
FOR CONSTRUCTION, SECTION 1926.652 -- - APPROVED 6Y:
CITY OF BOZEMAN SCALE: WATER SERVICE LINE �NO. 02719-1 GJA.LITYA5%RAKE:
TYPICAL UTILITY TRENCH DETAILS STANDARD DRAWING NONE Revised --
NOT TO SCALE March 2000
STD.Nc.02221-1 TRNCHDTL.DWG "CONFORMS TO CONSTRUCTION RECORDS"
- 5GAI F MAY, 2005 FILE: DETAILS
PRO.EC Wj, Q,07,
SHEET_4 OF 5
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LEGEND Z >FLANGED OS&Y VALVE
i '�.AA
1 7 Doug E cHE«vAuc B
u LAN.REQUIREMENT) `Z
A-OR IARGE9 PIPE
(T 51 (Qyy�A5 INDICATED ON . 1
WCTIIE IRON PRE GYP.) 1,I. sIL d ApPRrnsn PIAN(s) J J
ZI"--- MECHANICAL. 7µ•MIN.R.a R°e,INSTALLED IN �, 1.`cnon+ \ �•�-L' REDUCER
I ow VAI OE R AVANABLE 3 v
.{. MAN �1 BOLT HOLES(TYPICAL) //t��e,7, � MIN. V)
1�.. W BEND KITH THRUST BLOCKIMISMIIEa EARTH
®®�� � LLI
W
L r�o W Z_
TAPPING TEE k VALVE, CM P BPTENAN R—REMENTS F011 MTMIAIIW OF
.. OR AVSTµE VALVE AT
DOIIBIF CNECN vALYE ASSEMBLY W 5 N—
PROREFrT LINE(TYPICAL
Z jo
FOR ALL RISER CONFIGURATIONS) MMrW nrllw oSIY°Talon M.wµme°F °as tRe ICY.Mwv lm° I W Z
0
c,sAcrtn N.v A onrnAd / \ / I T N DwMA N«4 eaA.NINnMAT Indl Oc D,N
ANI,—'A I-1M W+•retl a 5°u1Alrr:LlElpw FpnBIOw 1°r y�J
PRDNDE FLEMIBIE. ! c.o.A cwn«up cwv«°b Hp,e„Ic nA«emn fusaccaq rp _ 1 I /^ U a v�i
ePAVLMn F W,peve..e (.•H+Aa p Md:pta)m Mw.°P^ v
HATER-TIGHT CONIRECOON °A°pVw.>`LUe u°°w FOR ALA.BALL OR BOOR ae.n p 1AI wge•e Pem TEE TEE (Plugged) BEND ? oovio
PIPE PExETMTIprS, n e rase^° ;«,1L^p°µ . ^ STANDARD DIMENSIONS FOR THRUST BLOCKING z Z j z
1— o rr„� .Mw IM ppry a pe v rye 11 '1
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BLOCK r reBn9
q 1:"—1 h«•'.w 1r —1 M Oe«I« e,I" METRIC DIMENSIONS FOR THRUST BLOCKING
LP. 'n.AITMa. TA.P.LAM nM°A vw.N+emgh L. REgx2Exs k
'° 11 tq Ap PIM dlBlna�.,P.tnaml eM aAgei^q w eumA FlTiNG 1RS k RUR !a'N.ND .!e[w f IFrFs TT N/t BEND
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t zacn of, 0.e+ 1-0rA P.qw a)n 66n 67n 0.5n
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I.THESE TAROS ARC MSCD eY ISP PS11ID30 NPe)AMIN RRE.SSLRC 2.VRAP µL TfT ZINGS Vf TN P0.YCTMYLCTE.
I LATY OF EIOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 STANDARD FIRE SERVICE NO. 02719-3 2W PSFMXl Av/n,SOIL KARING PRESSURE BMxP v n S
iTANDARD DRAWING NONE DETAIL Jon. '998 CITY OF BOZEMAN SCALE: LINE INSTALLATION Revised NONEANA PUBLIC WORKS tDALc THRUST BLOCKING :T"NDN'00"A""`
STANDARD DRAWING NONE FOR CLASS 1• 11.e:Ill SYSTEMS Jan. 2000 STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO.02713-1 pNTA
ADDENDUM NO. 1
Z-/oL
6 L
* FOGEL60NG
125TTPE
r-
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A•OR LARGER CLASS 51 IK11`�1m S
DUCTILE IRON PIPE(TYP.) Nv.1Lll'hFnBa.PL O ED
UNDISNRBED y I .. �w/� N m
EARTH(TYP.) •MECHANICAL 3/4 MW RII Rod INSTALLED IN V 1 V) Q
JOINT HALF O THE A NLABLE NJ D Z Z
CONCRETETHRUSTRUST C MJ GLAND MAN BOLT HOLES(l'PICAL) O Q
BLOCK(TYP) W BEND M Z NH THRUST BLOCK
REBAR—HER r� �j MJ GLAND � � LEGEND o� � �
1 \ TARRING TEE k VALVE. $RINGED D 3Y vAL E
PI d F
D.1.PE •MJ TEE D.I O D.I. OR..STALL VALVE AT a- Z IJJ
• I PIPE ® PIPE I PROPERTY UNE(TYPICAL
FOR ALL RISER CONDGURATIONS) 1W.1 LJ
.' OD W BDEEMAN RISILP OM IaR WSTALUTMIN OF
BArXROM PRENLNTKIN ASSEMBLY = S O N
uj
PATER-OME FLE CON 0-
• MJ VALVE BARERLL CONNECTOR I. nA DRSL RIINq i°,:ee el e�ng NMI a UL Mlq n°rgle 1 W W M
• • I I FOR ALL WALL OR FLOOR KAnneer p p OSAY wl«tiM mt RI IAA«rnc Aw ' w z m
D.I. PIPE PENETRATIOV Gm°iwUgn AVenp/m•lA.:mm.aeuy re be:p OSAr.d.Aee `T W O
IF MJ GLAND PIPE. en«n.d e..«nr DSA .eHe m.«meA .e'.n..,Tenml. f 1
.A CµNCRI7 T. a ru«Ami vi.MI.A�NA<me«e aM x •N N
GNORS J 4MECC�
RAAHKpo
ssepr(USCFCCCHR)Io•
O S/A'MIN.CCRRO M RESISTANT ALL iHREAO I3Iw•NeNz°Ma MAIeIIRUenI m1n1 AA°mH:mum er]MJ VALVE RESROD,COMFORNIHG TO ASTM Als2-81,BELT A O W NILT THE AVALABLE NECHANIVL JOINT A. TA,I—CA,,m 1 to°rnnimum a P'IHAA w.y HAI.deBGLTHDLES(TYR)-EAE NECESSARY,CLAMRWONOTE:COAT ADDS KATH'KO ENT BDLAASTO NO.50 COATING OA EO1RL. LUGS(ROAAC'DUCTKE LUG•DR EOUA)DESIGNED LTO FATWCTIE IRON(D I.)PIPE.AND CONFORM-NG ANIMn:a T.5MJ GLAND D.I. TOAST538-80MAY BE USED IN CONJUNCDONAunRESTRAINING ROOS 11. N IA•rke R,A apgxLAnem«Ina A«•a mw�mum pAPIPE THRUST BLOCK ONENSIONS ). N RRIWee Bnel.'M h1Rr RhIB M LYeIE SI OLMYM M PIP..
A _1 M NF I. e°P AA
Al A«F,1* d—Ii I—M pool
t11Aap III_ Fe q°mmpl.i°e °`emc•eom)awxaq inq°Pp.
m*er,�BKAAe Pnr 1—AA yy. 1-
(�,•MIN..T'MAX. ^MA•,.a.'A<n %.�°•.1 ..G S�:x°a}u.. G.A.D. LIX
DATE: 9-15-03
NOTE:P..wvnA IMen ebAA erI menmvm.pKinq P Ilspw M gMAm_ - T•MW CLEARANCE y I,
1'1 ABIriE DNISHED FLOOR
4rn�a'wY ` PON w..I`.wK."Lwwww.w KN M.F
THRUST BLOCK'HG AND ANCHORS ARE REOUIRED ON ALL IF VALVES AND LNGER UNLESS SPECMRD BY THE EN EER
-- APPROVED BY
STANDARD DOMESTIC SERVICE N0. 02719-2
CITY OF B07,EMAN[SCALE: TYPICAL VALVE/TEE N0. 02718-8 CITY OF BOZEMAN SCALE: QUALItt ASSUtANGE:
NE RESTRAINT REVISED LINE INSTALLATION Revised
CITY OF B02ENAN SCALE: THRUST BLOCKING FOR N0. 02718-1 -S� TANDARD DRAWING MARCH 2000 STANDARD DRAV/ING NONE FOR sI/Fs a^ AND LARcca Jan. 2000
STANDARD DRAWING NONE WATER MAIN VALVES AUC. 1994 - _
-
"CONFORMS TO CONSTRUCTION RECORDS" FILE: DETAILS
71
MAY, 2005 PRO.ElTW) 0V5
T�OF