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r 4841 ONLY_ow ENeLr TD eE ea AErvD. AY vAL E AND ALL_oN TrvaE_ s aF A f E "FLow A:SENE LEGEND
PROFILE
VERT:1"=1' D� Fa
� •-$FLANGED OS&Y VALVE
- - - - HORIZ:1"=10' O Fae ALL EISER eDrvRaaSA
I IX17 PROFILE m;,,LT"" sty oouBLE CHECK VALVE
ee 7 MIN. REQUIREMENT)
VERT:1"=2' a"oR uRCER CLASS s1
/AS INDICATED ON
q DUCTILE IRON PIPE (TYP.)
Z \ HORIZ:1"=20' STA 1+2 .56 INSTALL FLOOR H orE APPROVED PLAN(5)
` 4" OS&Y VALVE
a MECHANICAL 3/4 MIN Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J.
JOINT BOLT HOLES (TYPICAL)- 5/8"RODS ACCEPTABLE FOR 4"LINES
MAIN
z /
90' BEND WITH THRUST BLOCK
THRUST
BLOCK
12 UNIT pPARTMENT EXTERIOR WALL TAPING OR PNSTALLEVA&VALVE LVE TV
AT CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
DOUBLE CHECK VALVE ASSEMBLY
BUILDING PROPERTY LINE(TYPICAL
766 PROFESSIONAL DRIVE FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged
d FFE=4894.69 ry Kennedy or Mueller OS&Y-1-the same sae aS the fire service line.
4836.55' 4837 2. An Double Check Valve Assemblies shall be:
UL or FM listed.
b. Approved by the University of Southern California Foundation for
PROVIDE FLEXIBLE, Cross Connection Control a,d Hydraukc Research(USCFCCCHR)for
INSTALL 4"9 INSTALL 4"OSF)Y VALVE, FFE=473 .55' WATER-TIGHT CONNECTION operation;n the Proposetl Pos;uon(vertical or ho .htd)as shown on
BE p W/I[",'.J approved pmns.
SEE COB DIET IL 02660-13 FOR ALL WALL OR FLOOR Installed as shown on the aPProvetl Plans.
FOR MIN.CLE RANGES PIPE PENETRATIONS. 3. A flow detection device Sho11 be installed immediately following the
Double Check Valve Assembly(alarm check valve,flow sensor/alarm,
I XTERIOR meter.etc.)a shown on the appmved plans.Peddle-type flow DID-not
1 FO NDATION
permittetl on dry systems.
1 BREEZEWAY PROPOSE FINISHED 4. A Daubie Detector Check Valve Assembly may be D d with a standard
+ GROUND OVER PIPE FLOOR City of Bozeman meter. The meter loop of the Double Detector Cheek
W ; nwsrvE ° Valve shall have a Double Check Valve Assembly installed which meets
ALIGNMENT
the same;nStauaean edtena specified above;n requirement namber two.
1 e 5. Horizontal installations must be a minimum of 2'above the finished
D FLa floor.
a MECHANICAL x um
JOINT 6. The fre s ust be a of 2'from any outside well,
INSTALL VERT1BOA BEND \ _ \ ana°m,n;mu Hof t'afrom any mterior swell.
W/M.J.AND THRUSTBLOCK \ \ to MAX.- 1. The mcommq fare S rvme Iine Sha11 be a minimum 6.5',and a me,-
1 00 PER COB DETAy1L 02660-13 \I \ imam of zs'below theefinished grade.
1 PROFESSIONAL _ _ 90' BEND WITH 8. All fare service Iine appurtenances shall have a minimum pressure
z 3 1 DRIVE _ / THRUST BLOCK rating of'75P51.er
1 9. All fre-ice lines 4"and larger shall be Class 51 Ductile Iron Pipe,
1 10.L'ne szhg: The Double Check Valve Assembly shall be equal n sze
FIRE DEPARTMENT / °
CONNECTION 4833 J to both the n mng pipe
damster upstream and outgo',l d'ameter
(downstream)e
INSTALL 4"22. 3 �1. MIN., 2' MAX.
BEND W/M EXISTING GROU D " PER NPPA-24 FIG A.10.6.3.1
z I OVER PIPE ALIGNME T \I\D®
FBI
INSTALL LU OF4'D.I. 2' MIN., 3' MAX CLEARANCE
NOT INCLUDING RISE D STEEL ABOVE FINISHED FLOOR
( �) STA 1+2 .56 INSTALL 4" 0°
wALL
I
VERTICAL B ND ery
CP#1(REBAR) W/ M.J. & .B. Es
ELEV=4888.44'
a6.,3.49. STANDARD FIRE SERVICE
�- - CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. 02660-13
INSTAL2.5° E. 6� INSTAL 2.0"CURB STANDARD DRAWING NONE DEC 2003
BENDW/M.J. STA 1+12.2 INSTALL 4 90° FOR CLASS I, II, & III SYSTEMS
REV: APRIL 2013
O o ✓/ STOP 8'INSIDE SEVERAL EXISTING FIBER DRY UTILITY NOTES:
PROPERTY LINE OPTIC LINES,CONTRACTORHORIZONTAL END
TO VERIFY LOCATIONS PROPO ED SEWER INSTALL 4"X 3'WIDE 1.THERE IS TO BE APRE-CONSTRUCTION MEETING WITH AN INVITATION SENT TO THE THE DRY UTILITY
Fo a SERVICE I SULATION OVER FIRE W/ T.B. OR M.J. PROVIDERS BEFORE BEGINNING ANY EXCAVATION ON THE SITE.
ED / Fo ° Fo Fo LINE WITH AREAS LESS T.O.P.=4 29.1 2.CONTRACTOR IS TO CLOSELY COORDINATE WORK WITH FIBER OPTIC TECHNICIANS WHEN EXCAVATING IN
PROPERTY LINE THAN 6.5'OF COVER CLOSE PROXIMITY TO THE FIBER OPTIC LINES.
STA 0+10.00 CONNECT TO 3.CONTRACTOR TO NOTIFY MSU I.T.DEPARTMENT 48 HRS BEFORE EXCAVATING NEAR FIBER OPTIC LINE.
4829 (GREGORY HESS-517-930-0892)
/ Tv ry 4.CONTRACTOR TO NOTIFY AT&T REPRESENTATIVE 48 HOURS BEFORE EXCAVATING NEAR FIBER OPTIC LINES.
�_T TAF TEE & W.V. W/ T.B. (AL @ AT&T-406-539-1024)
o / _ Fo T.0 P.-4827.1 5.ALL WORK IN CLOSE PROXIMITY OF FIBER OPTIC LINES TO BE COMPLETED BY HAND OR WITH A VAC TRUCK.
z \ a 3 � a __ _ - s`� 6.INFORMATION HAS BEEN PROVIDED THAT SUGGESTS THAT SOME OF THE FIBER NEAR THE EAST CURB LINE
0
_ OF PROFESSIONAL DRIVE MAY BE AS SHALLOW AS 6".
D_ - _ - - -_
` CONSTRUCTION NOTES:
FO ro Eo Ec Eo So 1.ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MONTANA
STA 0 83.3 INSTALL 4 22.5' PUBLIC WORKS&CITY OF BOZEMAN MODIFICATIONS.
/ EXISTING 4" 2.THE CONTRACTOR SHALL CONTACT ONE CALL Q 1-800-424-5555 FOR ONSITE UTILITY LOCATION.ALL UTILITIES
SEWER SERVICE . - // 4"C ASS 51 D.LP. HORIZONTAL BEND SHALL BE MARKED BEFORE DIGGING.UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY.
3.THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER&SEWER DEPARTMENT A MINIMUM OF 24 HOURS
PRIOR TO BEGINNING ANY WORK.
/ i p 4.MINIMUM OF 2'SEPARATE BETWEEN SERVICES INSTALLED IN SAME TRENCH.
5.FIRE SERVICE LINE SHALL BE DISINFECTED IN ACCORDANCE WITH MPW AND COB. FLUSHING AND PRESSURE
sse SSe - SSe EXISTING 8"SEWER MAIN TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24.TWO COPIES OF THE BAC-T TEST
0 O EXISTING STA 0+58.7 INSTALL 4 22.5° Ir RESULTS ARE TO BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT.
SEWER MAIN HORIZONTAL END 6.OS&Y VALVE SHALL BE A UL LISTED AMERICAN FLOW CONTROL,KENNEDY OR MUELLER VALVE THE SAME SIZE
PROFESSIONAL DRIVE U AS THE FIRE SERVICE LINE.
\ T.O.P.=482 7.6 Z 7.MATERIAL AND INSTALLATION OF FIRE SERVICE LINE SHALL COMPLY WITH MPW,SIXTH EDITION APRIL 2010,
to COB MODS TO MPW,COB STANDARD DRAWINGS 02660-13&02660-14,COB FIRE SERVICE LINE STANDARD,AND
EXISTING 8"WATER MAIN X NFPA 24.
MS W 8.ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22.5°,TEES AND PLUGS SHALL BE THRUST
11 TAP 4"PIPE 4825 BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 2713-1,OR MUST HAVE MECHANICALLY RESTRAINED JOINTS
INTO MAIN;.INSTALL 2.0"COPPER
4'VAL-VE- - - _ WOTFR SERVICE_ _ _ _ AS INDICATED THE PLANS.
- _ _ 9.RECORD DRAWINGS
INGS ARE ON CITY OF BOZEMAN DATUM.
- - - - - - - - f� a0 CO O I.A
0+00 IT d q`T ce) cM cvj
00 00 00 00 00 00 MINIMUM RESTRAINT LENGTHS (200PSI)
RECORD � FITTING MIN. LENGTH (FT)
GRAPHIC SCALE 4" 90°BEND 12'-0"
t0 0 5 10 4' 22.5° BEND 3'-0"
DRAWINGS N FEET) 4' DEAD END 25-V
nch= 10 ft. 0+00 0+40 0+80 1+20 8'X4' TEE 3' 0"
11"X17":1"=20 tt
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY DE NO. DESCRIPTION DATE By -w'9 PROFESSIONAL DRIVE APARTMENTS 1086.008
1 RECORD DRAWINGS 07-06-17 JRM CHK'D.BY: SHEET NUMBER
MEASUESONEINC�N 766 PROFESSIONAL DRIVE
ORIGINAL DRAWING,
Engineering JEREMY APPR.BY: BOZEMAN MT
1SIS Consulting 204 N.11th Ave. RY
Bozeman,MT 59715 DATE:07/06/17 DRAWING NUMBER
INCDesign Phone:(466)581-3319 17579 PE
MODIFY SCALE ACCORDINGLY NGINEERIlNlG, NC Planning �.nS�F D.A.REVIEW CLASS 1 -FIRE SERVICE LINE-RECORD DRAWINGS FIRE-1
9 The Be innin o a'Neiv Standards C'ommitMent COPYRIGHT®GENESIS ENGINEERING,INC.2017 S O/g P
H:\1086\OOBWCAD\SHEETS\RECORD DRAWINGS\FIRELINE-AB.dw Plotted by Christopher wasia on 7/6/2017 8:01 AM ONAL DATE:
/ PROFILE
rv� N
I VERT:1"=1'
HORIZ:1"=10' oWNLIYFLFOw ASSENer TD eE ea eEND. SAY VALE AND A°LowIEooNITNEITIEs S aF AN E 1&l AS:ENE LEGEND
11X17 PROFILE /
I VERT:V=2' /FDA -Z FLANGED OS&Y VALVE
_ _ _ _ - - - - - - - - - - HORIZ:V=20' ppp
4841 eaA °e R oNnc�uailomrvs)� /MIN. REQUIREMENT DOUBLE CHICK LVE
4"OR LARGER CLASS 51 /
/ /AS INDICATED ON
DUCTILE IRON PIPE (TYP.)
FLOOR ovE Z APPROVED PLAN(5)
STA 1+27.75 INSTALL
MECHANICAL 3/4 MIN Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J.
/ 4' OS& VALVE JOINT BOLT HOLES (TYPICAL)- 5/8"RODS ACCEPTABLE FOR 4"LINES
/ EXTERIOR WALL MAIN
90' BEND WITH THRUST BLOCK
/ 12 UNIT APARTMENT FFE=47 9.05 BLOCK/
/ BUILDING -- CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
776 PROFESSIONAL DRIVE PROPOSED FINISHED TAPPING TEE&VALVE,
r-- OR INSTALL VALVE AT pouBLE CHECK VALVE ASSEMBLV
I FFE=4844AB' GROUND OVER PIPE PROPERTY LINE(TYPICAL
4839.05' ALIGN ENT FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged
O / Kennedy or Mueller OS&Y Volvo the same size as the fire service line.
2. All Double Check Valve Assemblies shall be:
d/ INSTALL 4"OS&Y VALVE, EXTERIOR a. UL or FM listed.
b. Approved by the University of Southern California Foundation for
/ SEE COB DETAIL 02660-13 PROFESSIONAL F UNDATION / crass conneatmn cono-a ona HyaraNra Researan(usacccHR)ror
I FOR MIN.CLEARANCES - PROVIDE FLEXIBLE, operation iD the proposed position(vertical or horizontal)as snows on
/ - DRIVE WATER-TIGHT CONNECTION / approved plans.
FOR ALL WALL OR FLOOR a. Installed as shown on the approved plans.
PIPE PENETRATIONS.
INSTALL 4° 3. A flow detection device shell rm installed immediately following the
BREEZEWAY / 4837 pouble Check Valve Assembl aneak v,Ivm flow lens
90°BEND W/M.J. / \ meter,etc. s shown on the(Dorm d lass.Peddle-t flow DID-not
1_ \/ / permitted on acry systems. PProve p ype
4. A Double Detector Check Valve Assembly may be used with a standard
zem City of Boan me meter. The ter loop of the Double Detector Check
FIN11111 FLOIR LOOR Valve shall have a Double Check Valve Assembly installed which meets
LnLn the same installation criteria specified above in requirement number two.
stallations m mimum/ _p'hx 5. Horizontal inust be a in of 2'above the finished
O
0 / floor.
a MECHANICAL
I a INSTALL VERT 90°BEND \ JOINT s. The ere s Nst be a of 2'from any outside well,
I I W/M.J.AND THRUST BLOCK \ EXISTING GROUNDna a m,rN, rvof V from any mterio�n ellm
I PER COB DETAIL 02660-13 \ --- t O MAX.-MAX• 7. The incoming fire s rvme Ire shall be a minimum 6.5',and a me,-
OVER�Q _ PIPEALIGNMENT -of 7.5'be ow 4%iiished grade.
\ 90' BEND WITH 8. All fire service line appurtenances shall have a minimum pressure
3 \ THRUST BLOCK rating of 175 PsIL
INSTALL 4" \ 9. All fire service lines 4"and larger shall be Class 51 Ductile Iron Pipe,
22.5°BEND \
10.Line sizing: The Double Check Valve Assembly shall be equal in size
(NOT INSTALL 119'INCLUDING RISER) \ (dowDso-the rooming pipe diameter(upstream)and outgoing pipe diameter
3 FD �1. MIN., 2' MAX.
/ FIRE DEPARTMENT * PER NPPA-24 FIG A.10.6.3.1
60 CONNECTION TA 1+14.5 INSTALL 4" } \I\D®
ELJ
/ e 2"COPPER WATER SERVICE _ \\ 4833 90° HORIZONTAL BEND, M.J. 2' MIN., 3' MAX CLEARANCE
/ I - __/ TOP-4832.0 TM/ 5 ABOVE FINISHED FLOOR
STA D+90.70 INSTALL 4"
_ ! 114S LL 10 / 22. ° HORIZONTAL BEND
a / TOP=483 .8'
CITY OF BOZEMAN SCALE: STANDARD FIRE SERVICE
/ ABANDON EXISTING �Fa -� LINE INSTALLATION N0. 02660-13
/ 1.5"AR FD \ STANDARD DRAWING NONE DEC 2003
d 6 SEVERAL EXISTING FIBER FOR CLASS I, II, & III SYSTEMS
/ AT MAIN \ REV: APRL 2013
/ OPTIC LINES,CONTRACTOR �
/ TO VERIFY LOCATIONS DRY UTILITY NOTES:
_ - - - E C ST NG 8 D.I.P. MAIN W/ LIVE 1.THERE IS TO BE A PRE-CONSTRUCTION MEETING WITH AN INVITATION SENT TO THE THE DRY UTILITY
_ PROVIDERS BEFORE BEGINNING ANY EXCAVATION ON THE SITE.
PROPERTY LINE N TAP TEE & W.V. / T.B. 2.CONTRACTOR IS TO CLOSELY COORDINATE WORK WITH FIBER OPTIC TECHNICIANS WHEN EXCAVATING IN
n CLOSE PROXIMITY TO THE FIBER OPTIC LINES.
\ `EXISTI G 3.CONTRACTOR TO NOTIFY MSU I.T.DEPARTMENT 48 HRS BEFORE EXCAVATING NEAR FIBER OPTIC LINE.
/ IVI''/ STA 1+27.7 INSTALL 4 90' (GREGORY HESS-517-930-0892)
SEWS MAIN 4.CONTRACTOR TO NOTIFY AT&T REPRESENTATIVE 48 HOURS BEFORE EXCAVATING NEAR FIBER OPTIC LINES.
VERTICAL BEND
o (AL @ AT&T-406-539-1024)
_ -;---- \, W/ M.J. & T.B. 5.ALL WORK IN CLOSE PROXIMITY OF FIBER OPTIC LINES TO BE COMPLETED BY HAND OR WITH A VAC TRUCK.
rt - 0 - - - _ - - _ 51 6.INFORMATION HAS BEEN PROVIDED THAT SUGGESTS THAT SOME OF THE FIBER NEAR THE EAST CURB LINE
- - - - - --- Q Ss T P E LEV: 4832.0 OF PROFESSIONAL DRIVE MAYBE AS SHALLOW AS 6".
FD F. o FD o Fo 4829 e
/ S CONSTRUCTION NOTES:
j�F 4"SEWER SERVICE / Z 1.ALL INFRASTRUCTURE SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MONTANA
] PUBLIC WORKS&CITY OF BOZEMAN MODIFICATIONS.
O 2.THE CONTRACTOR SHALL CONTACT ONE CALL @ 1-800-424-5555 FOR ONSITE UTILITY LOCATION.ALL UTILITIES
r STA 0+65.8C INSTALL 4 SHALL BE MARKED BEFORE DIGGING. UTILITIES SHOWN ARE FOR PLANNING PURPOSES ONLY.
33 22.5` HORIZONTAL BEND (9 3.THE CONTRACTOR SHALL NOTIFY THE BOZEMAN WATER&SEWER DEPARTMENT A MINIMUM OF 24 HOURS
Z PRIOR TO BEGINNING ANY WORK.
\ T, .P. H=4829.9 4.MINIMUM OF 2'SEPARATE BETWEEN SERVICES INSTALLED IN SAME TRENCH.
EXISTING 8"SEWER MAIN sss \\!1 pw O sse 5.FIRE SERVICE LINE SHALL BE DISINFECTED IN ACCORDANCE WITH MPW AND COB.FLUSHING AND PRESSURE
`C W TESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24.TWO COPIES OF THE BAC-T TEST
r;\ PROFESSIONAL DRIVE RESULTS ARE TO BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT.
s \ 6.OS&Y VALVE SHALL BE A UL LISTED AMERICAN FLOW CONTROL,KENNEDY OR MUELLER VALVE THE SAME SIZE
AS THE FIRE SERVICE LINE.
EXISTING 8"WATER MAIN \ N N O V V M N 7.MATERIAL AND INSTALLATION OF FIRE SERVICE LINE SHALL COMPLY WITH MPW,SIXTH EDITION APRIL 2010,
Me Ma -yMs (0 (O (O (O COB MODS TO MPW,COB STANDARD DRAWINGS 02660-13&02660-14,COB FIRE SERVICE LINE STANDARD,AND
Me W W ib cl) C0 C0 C0 NFPA 24.
4; co
LIVE-TAP PIPE 8.ALL FITTINGS INCLUDING BENDS EQUAL TO OR GREATER THAN 22.5°,TEES AND PLUGS SHALL BE THRUST
INTO MAIN,INSTALL \\� BLOCKED IN CONFORMANCE WITH MPWSS DETAIL 2713-1,OR MUST HAVE MECHANICALLY RESTRAINED JOINTS
AS INDICATED ON THE PLANS.
9.RECORD DRAWINGS ARE ON CITY OF BOZEMAN DATUM.
0+00 0+00 0+40 0+80 1+20
- - - - - - - - - - -
MINIMUM RESTRAINT LENGTHS (200PSI)
RECORD FITTING MIN. LENGTH (FT)
GRAPHIC SCALE 4" 90°BEND 12'-0"
10 0 5 10
4" 22.5° BEND 3-0"
DRAWINGS N FEET) 4' DEAD END 25'-0"
1 inch= 10 ft. S'X4' TEE 3'-0"
11"X17":1"=20 tt
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY DE NO. DESCRIPTION DATE BY -`'9 PROFESSIONAL DRIVE APARTMENTS 1086.008
1 RECORD DRAWINGS 07-06-17 JRM CHK'D.BY: SHEET NUMBER
MEASUESONEINC�N 776 PROFESSIONAL DRIVE
ORIGINAL DRAWING, S I S Engineering JEREMY APPR.BY: BOZEMAN MT
1 Consulting 204 N.11th Ave. R MAY
Bozeman,MT 59715 DATE:07/06/2017 DRAWING NUMBER
Design Phone:(406)581-3319 17579 PE
MODIFY SCALE ACCORDINGLY GINEER[!NlG1 INC17v Planning �.nS�F BD.A.REVIEW CLASS 1 -FIRE SERVICE LINE-RECORD DRAWINGS FIRE-2
9 (Go�ninge Bea a New Standarda CoMMitMent COPYRIGHT®GENESIS ENGINEERING.INC.2017 S O/g PH:\1086\OOBWCAD\SHEETS\RECORD DRAWINGS\FIRELINE-AB.dw Plotted by Christopherwasia on 7/6/2017 7:59AMONAL DATE: