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123 S. FRONT STREET, 3rd FLOOR a e
MEMPHIS,TENNESSEE 38103 0
2J. NO.4522.11177.01 NOVEMBER 2013
SCALE: 1"=20'
ti.
" REVISIONS
1.11-01-2013
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SHEET INDEX
31 SHEET N0. TITLE 4-
6 �I I I :• �t FS-1 COVER SHEET
FS-2 FIRE SERVICE LINE PLAN & PROFILE 5
FS-3 DETAILS , 6
wESY?AA1N ME - ;�a f ,rt�.\yam" 2
rN f .y f J it x � � ' {'_ d7 ^' • .s wawa t* V y ENGINEER: P13Y
SM _ idi `Q. MIEWER 1��" William R.Dreyer P.E 13853 / l DRAFTSMAN- BWD
,� / �. ���` Project Manager CHECKED BY:WRD
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0610612013
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RECORD DRAWING ��_
JUNE 2014
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-CONTRACTOR NOTES:
SHALL MAINTAIN 18" SEPERATION BETWEEN FIRE SERVICE LINE o
DOMESTIC AND FIRE SERVICE LINE AT THE MAIN. ® 0 M
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-MAXIMUM DEFLECTION ALLOWED IS 3' (THREE DEGREES) PER PIPE I I al ( j t ry ap
JOINT. _1 j r ;r r ' M
-INTERIOR FIRE SYSTEM SHALL HAVE BACKFLOW PREVENTION AS j sr - �'f •�: ` W
SHOWN IN CITY OF BOZEMAN STANDARD DRAWING NO. 02660-13.
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-THE FIRE SYSTEM WILL BE A CLASS I SYSTEM. A MINIMUM O ! ��. C W
ORIFICE SIZE OF 2.5" IS REQUIRED TO ACHIEVE NFPA-24 / \, F- Z
FLUSHING FLOWS. I �; `�)l (A Z
2+6 z IW-
t! STj� 2 51190 D.00' 0 (A
r _ I14 1 0 90' BEND N LL _
_W/ UST 6LOCKING 1 0
D ! t F N-1 461567 r186 / A.,
GENERAL NOTES: I.I I —E=1 0
1. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND m I '
THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. THE Z
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO4�
PROTECT ALL EXISTING UTILITIES. m l Lr! g Ir -� / Y&LIAM R. ♦-
2. WHERE CONDITIONS ARE ENCOUNTERED WHICH APPEAR DIFFERENT I I , i _ ;, %l / _ IR'853 YER `
13 PE
FROM THOSE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. O+ rr —� 2h8 LF 4"0 D.I. _ STA 1+91.85 0.00' i - , �. ���
THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE PRIOR TO THEIRE 1,Fjnmqrr
:
PERFORMANCE OF WORK. I 1 _ INSTALL 4"0 45' BEND /9ypyiilr,�`
STA 0+15 0.00' I, I_) 1 O / ' 0- f I'- ��W/THRUST BLOCK �,
3. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION CONNECT TO EXISTING ddd —�J�+3 / N=10335.993
OF THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC (TAP BY COB) 1�30E=10335.993
WORKS STANDARD SPECIFICATIONS FIFTH EDITION, MONTANA PUBLIC N=10707.178
WORKS STANDARD SPECIFICATIONS FIFTH EDITION UNLESS INDICATED E=10506.732 �� z
OTHERWISE ON THE CONTRACT DOCUMENTS. ORDER OF PRECEDENCE II �I ►►►JJJ
SHALL BE CITY OF BOZEMAN MODIFICATIONS, FOLLOWED BY MONTANA STA 1+73.75 0.00'R N K LLI
PUBLIC WORKS. II I INSTALL 4"0 45' BEND
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY AND S INSTALL TA 0+5 4"38 0.00' W/THRUST BLOCK a
0 22.5'BEND N=10716.450 I
ALL UTILITIES IN THE AREA PRIOR TO BEGINNING ANY WORK ON THIS STA 0+39.37 0.00 W/THRUST BLOCKING E=10349.300
PROJECT. INSTALL 4"0 22.5' BEND N=10713.530 fl
5. THE CONTRACTOR SHALL PROVIDE A SET OF AS BUILT DRAWINGS TO W/THRUST BLOCKING E=10470.574 }
THE REPRESENTATIVE PRIOR TO THE FINAL ACCEPTANCE. N=10708.066
LL I
E=10462.375 I 0
6. ALL UTILITY TRENCHES SHALL BE BEDDED, BACKFILLED, AND
COMPACTED PER CITY OF BOZEMAN STANDARD DETAIL NO. 02221-1. L
06
7. USE UNDERGROUND PIPE HAVING MECHANICAL OR PUSH-ON JOINTS 20 0 20 ao m
MEETING AWWA C111. USE UNDERGROUND FITTINGS HAVING SCALE IN FEET
MECHANICAL JOINTS MEETING AWWA C111. IF RESTRAINED JOINTS ATuj
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FITTINGS ARE REQUIRED, USE MEGALUG MECHANICAL JOINT RESTRAINT I- ,n Z
OR MEGAFLANGE RESTRAINED FLANGE ADAPTER, MANUFACTURED BY w ui �4
EBBA IRON SALES, OR UNI-FLANGE SERIES 1400 RETAINER GLANDS, C U> d J
MANUFACTURED BY FORD METER BOX. WATER MAIN FITTINGS TO BE = o W
THRUST BLOCKED SHALL BE IN CONFORMANCE WITH CITY OF WATER SERVICE - STA 0+00 TO STA 2+68 I
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BOZEMAN STANDARD DRAWING NO. 02660-1 AND NO. 02660-3. o rjj°i V
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8. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF 4830 4830 8>
BOZEMAN WATER SUPPLY SHALL BE OPERATED BY CITY OF BOZEMAN "" "' U r� o
PERSONAL ONLY. m w
9. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM """..... -"......"" "'""""'"" """"' •""'-""""""""
OF 24-HOURS PRIOR TO BEGINNING ANY WORK. 4825 LL
: - -o— 4825 R
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.............. .... ........ .,Y.
10. THE CONTRACTOR SHALL TEST AND FLUSH THE FIRE SERVICE LINE �� """ ""'" "' "' "0 a
ACCORDING TO CITY OF BOZEMAN STANDARDS. Z ,........, ..... a _
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4820 m ..... ......... o m, zm. ..... .. m - 4820 SCALE: 1"=20'
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� .... -..wo o .:::.:: _ ........ ............:......::::.. .......,..c '' m REVISIONS
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+a.D m�. @ F, ....- AP R'OX. FINISHED........... ............. .�.. .. ........ s L 11-01-2013
4815 ram' m +^ of s GRADE. a, 4815
6. ic' N x APPROX. E'XIS NG . 3... �. 2.
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4810 ..- - 4810
M ..... SEWER.SERVICE... ...
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............. .. 7.
` ............ .. .... ....... ..8'.5' MIN: .. ......... ...
X LNG
4805 - 4805 ENGINEER PSY
. ....
N
-- - ..•• 248 F 4 0 1 PIPE,
•• DRAFTSMAN: BWU
....
4800 4800
CHECKED BY: WRD
. .. .......... . ........................ ... - 08/06/2013
... ...... . .. .... ..... . ... .aascr3�,r
STA:0+ 5:00 .. tRsTAIL.FIRE.SER. CE .
R RISER.PER CITY OF ....
a QONNEC TO-EXISTING . . ARISER.N STA
4795 WATER' Aft-CONTRACTOR-TO— --- D--- 4795 F ;m
. ......... ORAIMRG NO o2660, 13- '
VERIFY CATION, SIZE,-AND
tr. DEPTH-
IOR'TO-CONNECTING:-... -..- .. .. ..-. .. ..
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7� RECORD DRAWING w w W W
JUNE 2014 0+00 0+50 1+00 1+50 2+00 2+50 FS 2
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NOTES: ally F111e1es ALLOWED BERNMIl FAST OSAY WLYE AND No PFEsm oM1aEs oR PRF`�eE aura mrslm 1r11 E LEGEND
.SEE O S HA SAFETY AND HEALTH NEGUTATIONS FOR ega111w ASg36y TO W®�' NOTE a N111wm es TIE lFsr roRn r Ivry eWalaw A49ely O
1.ALL IXCAVATION DEPn15 OVER 20 FEET MUST HAVE SLOPING CONSTRUCTION SECTIONS 1B2fi fi51 AN01926652
OR BENCHING SYSTEM DESIGNED BY REGISTERED PROFESSIONAL WATER MAIN
ENGINEER OR SERVICE `I�I�/r1 -$FLANGED OS&Y VALVE 0 M
2WHERETRENCHPASSESTHROUGHIXISTINGPAVEMENT,THE O
PAVEMENTSHALLBE CUTALONGA NEATVERTICAL UNEA nARxw a wWIrw w rw..r, LL r
MINIMUM OF I2•FROMTHEEDGEOFTHETRENCH OPENING. r / mi W YY DOUBLE CHECK VALVE •p CO
/ •^^~� MIN. REQUIREMENT) v M
WHERE NEAT LINE IS LESS THAN 3 FEET FROM THE EDGE OF 4'DR LARGER CLASS Si Ch
AND
OPAVEVrIRE AVEMENI-SE-O MRS AND N
EEN,REMOVE AS INDICATED ON
ANGREPLACEMEN'r.PAVEMENTSECTON BETWEEN TRENCH ANO
EDGE OFPAVEMEm. DUCTILE IRON PIPE CTYP.) I Mtti y um.esowtt W
1.WMFNWVNStADlE at*acT MATFIWI,TRBNM WALLs*INt1 — nessD lloal APPROVED PLANS) r �W/1
BE BACK SLOPED FROM THE e0rWM OF THIS MNCH(TYPE 1 SEWERMAIN •••• .' '•'4'•-�. .�' �'•� ' �'."" '� LU Tn
IXLAYATIDN).• aResevlcs 1 -• .••• -. .' U W (n
—VERTICALTRENCH WALLS •MECHANICAL 3/4'MIN.Redl Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. C W
wTHSHORING ULA_ORM Iwl O JORR BOLT HOLES (TYPICAL)-5/B'RODS ACCEPTABLE FOR 4'LINES L� Z
1�7'
TOaeNAAVA-..IONSMATEM& MAINr IZLITYPE2IXCAVATONW' � p RAT.T.F. RRAN2F... _OUNDS 1rL2..rnGRWNDSURFACE BEND WTTH THRUST BLOCKc' Z
7 3 1r I - '-- B K/� � f/)
Irw � EXISTING � BLOCK
NEW3EWEROR WATER SEWER CITY OF BOZEM N REQUIREMENTS FOR INSTALLATION OF N LL
\ MWSEWVICE OE WR TAPPING TEE VALVE,
is—MUMDEAeLEwrvw•q) OR INSTALL VALVE AT I- (/)
�j������G `�• 1B•MAXIMUM DEPTH(OPTIONAL) \ — DOUBLE CHECK VALVE ASSEMBLY
PROPERTY LINE(1YPICAL 1. The FIRST fitting Inside of the building shall be a UL Oeted flanged LU c
/ 1B'MIN. OO 1rMW. FOR ALL RISER CONFIGURATIONS) American Flow Control,Kennady r Mueller OS&Y valve the same
/ Q0 I.
ae the fire service One.
CONFO 0"1ILA N[oM 2 NI Doubt.Check Valve Assemblies shall be:
CO E=TCOINANFaIMTgNs.• a. UL or FM listed. rIIAI/ram
TYPE 1 i SLOPE EXCEPT
(NO STEEPER FA41elO SEWTN
THAN 1:1 SLOPE IXLEPT FOR ROCKS OR WA1FR 111
CROSSINGS W���ERVICE b. a Coned by the LrolUni nlly��Leh Research ern r(USClo oFCCC R)for
undation or T 4 ryr
PROVIDE FLIXIBLE, Cross Connsc0on Control and
TRENCH WI—D.OF PIPE PLUS 2fEET WATER-TIGHT CONNECTION /VI Not,a operation in the proz.ed position(vertical r horizontal)am shown ► VAl.L1AM R. •-
MINIMUM TRENCH WIDTH-35 FEET FOR ALL WALL OR FLOOR an approved p!an..
TYPE'A•TRENCM BAGKFILL PIPE PENETRATIONS, e. Inetoiled as shown on the approved pkne. DREYER r`
o 3B53 PE W�
3. A nor detection d.Ytce aMlt tea Installed immediately following the as
TYPE•I-PIPE BEDDING p p p Double Chock Volvo Assembly(dorm check wive,flow senwr/alarm, ypp^Ac-le/•'�-�••� w�
NorEs: meter,NeJ os Aown on tM opprovad plans.Peddle-type fbw �4T/'+L Till
IMPORTE03WMINUSSELEm O E alamn not p.—Xted on dry eye—.. AR nil
BEOaOIa YAIERyy.lylc90 O Oop�O 1.NO EXCEPTIONTOTHEMIN SEPARATON REDUIREMENT IS PERMITTED WHEN THE SEWAGE CARRYING PIPE IS A 4BLMOCK
,E
r MA1bIN1M 1AyERyµO (��O�O Q�-p FDRCE MAIN AT CROSSINGS,ONE FULLIENGRI OF WATER MAIN PIPE SHALL BE LOCATEG 50 THAT BOTH JOINn WILL t1�GR 4. A Double Detxir Check Vdw Assembly may W sod with p standard
THOPOUGHLY COMPACTED _�•+O_ /VSOO BE AS FAR FROM THE FORCE MAIN AS POSSIBLE E Dlty of Bozeman motor. The motor loop of the Double Dstector
0 0 Check Valve shall haw o Doubf*Check Volvo Assembly InetoRsd which
O D CJW"' 2 IESSTHAN IB INCHES OF SEPARATON IS PERMITTED WHEN THE GRAVIY SEWER ATTHE CROSSING I3 MADE FROM rrle.♦0 the wme trstOGOgon Qi!IAa.p-lfiOd ab—In regafrsm°nt
fY+'v TBEODWa WHERE �OO n ASINGLE 20 FOOT LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES- number two. F►
SPECIFIC MONTANA OEPARTM ENT OF ENVIRONMENTAL aUALITYAPPROVAL IS REQUIRED FOR AVERTICAL SEPARATON 5. Horizontal Inetsllatbns must be a minimum of 2'above the flnlehed Z
RE OUIREDFORSOFTOR 4O O OF LESS THAN iB INCHES BETWEEN WATER MAIN AND SANITARY SEWER Moon
UNSTABLE FOUNDATION. 3-4 IS A STANDARD LENGTH OF PIPE AS SUPPLIED BYA PIPE MANUFACTURER B. Tha ITro esrvin deer must M a minlmum of 2'.tear from arty
outside wall,and a minimum of 1'Clear from arty Interior wall. ^
4 AOEOIMTE STRUCNRAL SUPPORTFOR PIPES AT CROSSINGS SHALL BE PROVIDED, `Lf���;. 7. The IncomirpRn eervlm it"*hail be a nonimum B.Y,and a mox-
TTH .{y• Imum of 7.5 below the IlWahed grade. 0
WTATER/S EWER SEPERATION CK S. All ng a r ce 175 line
appurtenances shall have a minimum pressure j
�1 LAL
TYPICAL UTILITY TRENCH 9. Al flre service O 1 r lines 4'and larger shall be Clam 51 Ductile Iron Pipe. I
_ NTS W
D-1 DETAAL I 10.Use sizing: The Double Chock Valve Assembly shall be equal In elm Q
NTS a-" to the outgoing pipe diameter(downstream).
[--1' MIN., 2' MAX. LU
2' MIN., 3' MAX CLEWMCE W m 0-
ABOVE FINISHED FLOOR n STANDARD FIRE SERVICE z w a otS
e I11*00e3. `D-1 LINE INSTALLATION U> Zd
NTS O Q H� w r y p a U
aW
�1 m�z �>
l•.�•. :r• B :'r; Q to U a tLL
3 /\ ,A REDUCER
MIN.
UNDISTURBED EARTH LL
SCALE: i"=20'
v
s — REVISIONS
u• I 1.11.01-2013
1 2
a
4.
TEE TEE (PLUGGED) BEND S
6.
DIMENSIONS FOR THRUST BLOCKING 7.
FITTING TEES&PLUGS 90'BEND 45'BEND&WVES REM221#'BEND ENGINEER: PSY
SIZES A B A B A B A B
DRAFTSMAN: BWD
1 3•A4 1-10• rs• r-1o• r-0• roc• 1=m roc• o'-0
l 6• 2-3' 1'-11• 2'1` 2 CHECKED BY:WRD'-0• 2'-0• 1••6• 1'-9• -0
M's
13 3'-0• 21-61 3'4i' 3'-2' 2'3' 2'-3' 2'-0' 1'-0' O810612013
10' 3'A' 3'3` 4'-4• 4'-0' T-3' 2'-10' 2'-5' 2'-0' rnolOrcnc eau
12` 4131 4'-0' 5'-1• 4'-lW 3•-TO' 1 3'-6' 1•9• 2'-0•
fi
1 14' '-0' 4'-1` 6`-9- 5'-0' 5'-0' Y-F 3'-7"-
5 2'-T
16' 6'3- 4'-10' T3' 5'-9• 5.9- 4'-2' 4'-5- 2'0
Y oanA:
�wmN°
NOTE:
' THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 1500 PSF SOIL BEARING PRESSURE. ❑ D M D,
e ONaM
$/ ❑ No D
a
THRUST BLOCKBLOCK
` Dt DETAIL RECORD DRAWING
1 NTS JUNE 2014 F S 3
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