HomeMy WebLinkAboutBuilding S - Fire Line BUILDING visit SYSTEM CLASSIFICATION
867 S.29TH AVE. CLASS 1 SYSTEM
0+35 FLUSHING REQUIREMENTS
STA 0+26.3 STA 0+26.3 2.0' RT ACCORDING TO THE NFPA 24. A FLOW RATE OF 390 GALLONS PER MINUTE
L11ANDAR
L OS&Y VALVE PER COB---_ INSTALL IX-INCH IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE.
DRAWING No. 02660-13 ANGLE STOP & THEREFORE THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF
1t4-INCH WATER METER AT LEAST 1.25 INCHES TO MEET THIS REQUIREMENT, GIVEN THE CURRENT
STA 0+26.3 PARAMETERS OF THE SYSTEM.
LL 4-INCH VERTICAL EXISTING C.O.B. WATER MAIN PARAMETERS*
D w/ THRUST BLOCK STA 0+10.0 2.0' RT
INSTALL %-INCH 8-INCH DUCTILE IRON PIPE IN S, 29TH AVENUE
CURB STOP w/CURB BOX STATIC PRESSURE (PSI)= 105
1Nt-INCH COPPER RESIDUAL PRESSURE (PSI)= 95
4-INCH D.I.P. FIRE SERWICE WqT ------- ------------ PROT PRESSURE (PSI)- 87
_ _5IALL,-PE 11COB STANDARD FLOW (GPM)=1391 W/2.5" NOZZLE
- DRAWINGS No. 02660-6 by personnel
& 02660-15 Technol gy Blvdn West and S, 29th Av )on March 24, 2010 Corner of
10 GRAPHIC SCALE Technology
1D QUANTITY SCHEDULE
2' SEPARATION / ( IN ,
7 - _- _. -
ITEM DESCRIPTION ESTIMATED UNIT
I Inch 10 ft.
f w CAP EXISTING 1" -- - - - No. QUANTITY
/ WATER SERVICE 101 4-INCH CL 51 D.I.P, WATER MAIN 27 LF
AT MAIN - _ _ 102 8x4-INCH STAINLESS STEEL TAPPING TEEEA
_
103 VALVE FL X E
STA 0+00.0 1 4-INCH 11.25'BEND 2 EA
CONNECT TO EXISTING 8" \ STA 0+00.0 2.0' RT 105 4-INCH OS&Y FL X FL VALVE &ASSEMBLY 1
DUCTILE IRON MAIN, INSTALL \ INSTALL IV' DOMESTIC SVC, _ I 7 IF
TAP & INSTALL 1Xt-INCH
f \ 8"x4" TAPPING TEE, 4" GATE 1 NCH ANGLE STOP ��4
VALVE, AND THRUST BLOCK. CORPORATION STOP. 1 8 - 0 P RECORD DRAWING 101 -INCH CURB STOP
10 RB OX
t / -ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK
GENERAL NOTES
1. All construction work on this project shall be completed in accordance with Montano Public Works Standard
Specifications, Sixth Edition, April 2010 MPWSS and City of Bozeman Modifications to the Montano Public Works
Standord Specifications, Sixth Edition, March 2011.
FIRESERVICE LINE 2. The Contractor shall restore all roodway/curb & gutter/sdewalk surfaces to equal or better condition than
ear mmNes eunem tlneml fief over wtvc tom w,vim aNme a auaz mmres aver x existed prior to excavation, as determined by Owner and the Engineer.
TYPE A TRENCH BACKFILL .raataw A2ea.I.Y,a kE ea aaa wa.m a TMr mT oowa orw^evnrnw Assoav LEGEND
TYPE 1 PIPE BEDDING ` $FLANGED OS&Y VALVE 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall
�I�D® field verify the existence, location, depth, size, line and grade of existing utilities/connections prior to construction.
nAxu To r nurom a sMonrc The Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or
Ta ruii r 1°NOT ACCEF1e'F DOUBLE CHECK VALVE proper protection when location is known.
STA 0+26.3 •tom r++Rm'aa^�""' Provide P Per
INSTALL OS&Y VLV. + MIN.REOUIREMENn
4"OR LARGER CLASS 51 AS INDICATED ON 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all
PER COB STD. DWG. NO, DUCTILE IRON PIPE(TYP.) t',w.Y aw.A9arT construction. An boxes Or manholes damaged or otherwise disturbed b the contractor or an subcontractor
02660-13 BOTTOM FLANGE naam rtaoR APPROVED PLAN(S) Y 9 Y Y
4850 I 4850 shall be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment
SEE FIRE PROTECTION SHEET(S) `" will not be made,
R .ON_(; NFC110N DETAILS):__ MECHANICAL 3/4"MIN.Redi Rod,INSTALLED IN EVERY OTHER AVAILABLE M.J.
JOINT BOLT HOLES(TYPICAL)-5/8'RODS ACCEPTABLE FOR 4"LINES 5. Access for other contractors Working on the site and emergency Vehicles shall be preserved at all times.
EXISTING
GROUND 1
MAIN 6. The contractor shall notify One Coll ® 1-800-424-5555 for onsite utility location. All existing utilities shall
4848 4548 90'BEND WfTH THRUST BLOCK be marked before digging.
v -'r
THpusr 7, The Contractor sholl notify the Water Deportment a minimum of 24 hours prior to beginning any work.
BLOCK
vl TAPPING TEE&VALVE, CRY OF BOZEMAN REOUIREMENTS FOR INSTALLATION OF
Z o OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY 8. All existing or new valves which control the COB's water supply shall be operated by COB personnel only.
PROPERTY LINE(TYPICAL
4846 (a4846 FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the builaing shall be a UL listed flanged 9. Contractor shall field verify line and grode of existing Connections.
N \ Kennedy or Mueller OS&Y valve the same she as the fire service one.
W �+ (� 10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out
of_ _ 9v 4. NI Double Check Valve Assemblies atoll be:
o. UL or FM listed. Engineers approval to be replaced of contractors expense.
N >Z b. Approved by the University of Southern California Foundation for
' Croce ConMcbOn Control and Hydmufic Research USCFCCCHR)for
N PROVIDE FLEXIBLE, opero6on in the proposed position(vertical or ho uontc as shown on 11. Contractor may waste excess moteriDl of location designated by owner or haul material off site.
4844 4844 WATER-TIGHT CONNECTION pfOpOs p0s� 9
a approved plans.
N FOR ALL WALL OR BOOR installed as shown on the approved plans. 12. All valves shall be installed with thrust blocking, and valve boxes in accordance with C.O.B. modifications and
0 6 z 16 No PIPE PENETRATIONS. C.O.B. detail 02660-3.
F 3. A flow detecl'an device shall be installed immeQolely following the
Z - W - -" �- Double Check Valve Assembly(alarm check volve.now senser/alarm.
m Z O 'r! J meter,etc.)as shown on the approved plans.Paddle-typo flow oIa net
Z us \ .poi permitted on dry systems. ins All fittings including bends greater than 11-1/4 degrees, lees and plugs requiring thrust blocking shall be
"It- zvw vIo installed in conformance with C.O.B. Modifications and MPW detail 0266D-1.
4842 4842 4. A Double an metr.Check met Aloop o' may os used eth a heck lid
F Q -� P T Inx.ABOVE city of Bozeman meter, The meter Jeep of the Double Detector Check
gp a: + ^ FLOOR Volre shall have a Double Check Volvo Assemby Installed which meats 14, 4-inch fire service line shall be installed in accordance with C.O.B.'s Fire Service Line Standard (Std. Dwg.
LL o O . me same Installation criteria specified above in requirement number two.
I= No. 02660-13). These plans are for construction of the 4" fire service from the existing water main to the OS&Y
V Zp M F 5. Horizontal installations must be o minimum of 2'above the finished valve in the building.
floor-
'a r lief MECHANICAL
4840 °o 'r NN m 4840 JOINT 6. The fire service riser must be a minimum of 2'from any oatelde wall, 15. The fire service line shall be installed, chlorinated and tested to a minimum of 2DO psi by a single
F; o o one o minimum ai t'from any interior.all Contractor. Morrison-Maierle, Inc. shall provide construction observation and prepare the record drawings and
fin Sit � 7. The Incoming fire service line shall be a minimum 6.5'.and a max- certificate of inspection for fire service line installation. Contractor shall fill out and submit "Contractor's Material
W Nz; m imam of 7.5'below the finished grade. and Test Certificate For Underground Piping'.
p Q N 90' BEND WITH B. All fire serv,ee line appurtenances shall hove a minimum pressure
ad li o roUng of 175 PSI 16. Datum used is the City of Bozeman Datum.
r- F THRUST BLOCK ty
4838 o w s V
4836 9. All rue sarvka lies 4'and larger shall be Class 51 Ducltle Iron Pipe
n ID.tine:tong: ins Double Cneak valve Aaxmby:Hall be egaol in size 17. City of Bozeman to operate all valves and shall make lop of existing main. Contractor shall expose main,
; provide and install topping tee and valve.
nJ° to both the hlaoming pipe diameter(upstroam)and outgang pipe diameter
+ z a (downaVeom). 18. A preconstruction conference shall be required prior to the start of construction. No changes may be made
o a In MIN 4 MAX to these plans without the approval of City Engineering and/or the City Water/Sewer Superintendent.
4836 ~ 4836
OF N CLASS .6 err m ���`� 19. All estimated quantities ore approximate and are to be used only (a) as a basis for estimating the probable
AWWA C51 O.I.P., cost of the work and (b) for the purpose of comparing the bids submitted for the work. The actual amounts of
4835 c a: ao a n 04835 2' MIN.,3' MAX CLEARANCE work done and materials furnished under unit price items may differ from the estimated quantities.
rl� cdsrzo smt ABOVE FINISHED FLOOR
a a v a a a a a ;,e" '� 20. Contractor is responsible for obtaining street cut permits prior to construction. Contractor shall backfill/
v v0° a a IT install base material/slurry per street cut permit and/or as required by City of Bozeman Engineering. Pavement
I 1 I I I thickness to meet or exceed the existing pavement thickness (3-inch minimum).
W LL Ili_ W t< W W V_
0+00 0+35 STANDARD FIRE SERVICE 21. The Contractor shall restore all landscaping/irrigation disturbed or damaged during construction. Seed oil
CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13 disturbed areas with some type tort seed.
STANDARD DRAWING NONE FOR CLASS I, II, & III SYSTEMS DEC 2003 22. Contractor to ensure the fire service line achieves a minimum cover of 6.5 feet. Contractor sholl provide
REV: APRIL 2006 insulation for areas with less (bon 6.5 feel of cover,
VERIFY SCALEI REVISIONS 8 'Yd'IJI DRAWN BY. JCH PROJECT NUMBER
THESEPIR MAYBE NO. DESCRIPTION DATE BY =�' a''r,, BUILDING"S"FINAL SITE PLAN 3638.009
REDUCED LINEeELOW MORRISON 28BOTechnolgy Blvd.W. CHK'D.BY: JAU
MEASURESONE IN
1 PER CITY OF BOZEMAN COMMENTS S-Ot-13 JAU 6,airlears Bozeman,MT 59716 *''�, FIRE LINE PLAN/PROFILE SHEET NUMBER
ORIGINAL DRAVANG Swveyors = Es �, APPR.BY: JAU BOZEMAN MT 7
2 AS-BUILT 7-30-13 JAU
salcnusfs DATE- 04R013
~ -t Planners Phone.(406)587-072' DFtANANG NUMBER
INC. 4rta �s Oq REVIEVV AN SOUTH 29TH AVENUE C6.O
MODIFY SCALE ACCORDINGLVI "^L-«,pmjrz-o,°^°r,Cn,n p°",' Fax(4°6)9n�7D2 r`'4rt,/�NA�gF'?C'_-' BY: BOZEMAN GATEWAY SUBDIVISION PUD l.V
Nt363SMSkACADlSrte PlanslSBuilding-CTAVBLDGS-FlreUne-RECORDAwg Plotledbyjmullmsnon Augf7Ro13 COPVRIdHra M0rW5Q+aWERLE.INC.2W) 4tttiv��.."" DATE