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SYSTEM CLASSIFICATION
RECORD DRAWING CUSS 1 SYSTEM
II II Il > FLUSHING REQUIREMENTS
--J L-J L _ _ w ACCORDING TO THE NFPA 24. A FLOW RATE OF 390 GALLONS PER MINUTE
CITY BREWIQDOBA ( } --1r--11-`'^" 1 .. 3 H IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE.
THEREFORE THE INSTALLING CONTRACTOR MUST PROVIDE AN ORinCE SIZE OF
U S STNLL 4.I I. .I INSTALL 1Yt INCH j r7 AT LEAST 1.25 INCHES TO MEET THIS REQUIREMENT, GIVEN THE CURRENT
INSTY+ILL 4-MGH I; CURB STOP w/ 4-INCH D.I:P. FIRE SERVICE PARAMETERS OF THE SYSTEM.
4s STAVER 10.6.. -_ I cuRl# eox EXISTING C.O.B. WATER MAIN PARAMETERS*
STA 0+19.0; i STA 0+59;4
INSTALL 4-INCH I CONNECT TO EXISTING 8" 8-INCH DUCTILE IRON PIPE IN S. 29TH AVENUE
45' VERT. BEND DUCTILE IRON MAIN, INSTALL1 STATIC PRESSURE (PSI)= 105
STA 0+02.V� �i 8"x4" TAPPING TEE, 4" GATE RESIDUAL PRESSURE (PSI)= 95
INSTALL OS&Y VALVE PER Cf9f�BB VALVE,AND THRUST BLOCK. ! PITOT PRESSURE (PSQ= 87
STANDARD DRAWING No. 02660.413 � o w FLOW (GPM)=1391 W/2.5" NOZZLE
// o t p -flow data obtained by C.O.B. personnel on March 24, 2010 (Corner of
\\ I - _ I I: t Technology Blvd. West and S. 291h Ave.)
STA 0+00 GRAPHIC SCALE
INSTALL TYJ-INCH STA 0+19.0 j 1)¢-NCH COPPER DOMESTIC' STA 0+59.4 20 D 10 20 QUANTITY SCHEDULE
STRAIGHT STOP & STA Q+t4.9 WATER SERVICE
INST41iLZ %-INCH INSTALL 1YJ=INCH INSTALL PER COB STANDARD REPLACE EXISTING 1" (IN FEET,)
1$-INCH WATER METER 45"VERTICIE 45• VERTICCE I DRAWINGS No. 026 -6 � DOMESTIC SVC, TAP & INSTALL I 1 inch= 2C fL ITEM DESCRIPTION ESTIMATED UNIT
_COUPLING BEND COUPLING;BEND" 1 -INCHI CORPORATION STOP.
& Cf2660-15 No. QUANTITY
101 4-INCH CL 51 D.I.P. WATER MAIN 60 LF
48a9 4849 102 4-INCH STAINLESS STEEL LIVE TAPPING TEE I EA
- 103 4-INCH GATEV FL X MJ A
_ FIRE SERVICE LINE 105 4-INCH x 45'BEND 2 A
FF ELEV. 705 4-INCH OS&Y&Y FL FL X FL VALVE &ASSEMBLY 1 EA
4848:1 TYPE A TRENCH BACKFILL 106 1 -IN H TYPE R (STRAIGHT) soIF
484E TYPE t PIPE BEDDING aea6 107 - H 45• BEND COUPLING z A
__ TO I -INCH CO SOP EA
9 1 -INCH UR STOP 1 1
-- 110 1 CURB B X 1 EA
'ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORK
4847 _ FINISHED GRADE 4847 GENERAL NOTES
1. All construction work on this project shall be completed in accordance with Montano Public Works Standard
EXISTING Specifications, Sixth Edition, April 2010 MPWSS and City of Bozeman Modifications to the Montano Public Works
GROUND Standard Specifications, Sixth Edition, March 2011.
484E 484E 2. The Contractor shall restore all roodwo sidewolk surfaces to y/curb & g utter/ equal or better condition than
- owr tm.n����r, orrr �ao ro F aNx:a oNlor nn.N: ` LEGEND existed nor to excavation, as determined b Owner and the Engineer.
.roots Assnar m ec eo eao. Ntnwm ox trc Tlsr scars or NN avatar Assrrrar P• Y 9
3. The location, depth and size of existingutilities shown on these Ions is approximate. The Contractor shall
o $FLANGED OS&Y VALVE field verify the existence, location, depth, size, line and grade of existing utiGbes/connections prior to construction.
z
4845 R n J ` 4B45 /-`i'm tM xwA DOUBLE CHECK VALVE The Contractor shelf be solely responsible for any damage to the existing facilities due to failure to locote or
// f tali Ira DOUMIN.REQUIREMENT) Provide proper protection when location is known.
w - Zap 4"OR LARGER CLASS 51 1f
jz: a W e DUCTILE IRON PIPE(TYP.) r, _� AS INDICATED ON 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all
00 PEER=PLAN(S) construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor
J shall be repaired of the expense of the contractor. This work shall be incidental to the project, separate payment
4844 J J °i 4844 <• I-•. r will not be made.
.O 3 - �•„ J, _ MECHANICAL 3/4'MIN. Redi Roe,INSTALLED IN EVERY OTHER AVAILABLE M.J.
J v ILL:
v 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.
nMANm + xon w - 6. The conUoctor shall notify One Cell ® i-800-424-5555 for onsite utility location. All existing utilities shall
+ J 90'BEND 1YIT11 THRUST BLOCK 4843 zo d - o -4 - be marked before digging.
m z< - "4 4843 7. The Contractor shall notify the Water Department a minimum of 24 hours '
tv w _ t Y P Prior to beginning any work.
TAPPING TEE&VALVE, •• CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF
.+ � 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.
.. G 1 PROPERTY LINE(TYPICAL
6 -- ---- FOR ALL RISER CONFIGURATIONS) i. The FIRST fitting Inside ei the building shall be a UL dated flanged 9. Contractor shall field Verify line and grade of existing connections.
4842 LOLL�, t`+ 4842 Kennedy or Musler OS&Y valve the same site as the f service pre.
(nl -j In .. A a All Doable check Valve Alaemm�moll be- 10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out
7x e, uL or FM Wed. - Engineers approval to be replaced at contractors expense.
--- -"- - U p C. Approves by he University of Southern,California Founemion for
-" -"-- "--- - --- - PROVIDE FLEXIBLE, Croaa Connection Control and Hydraulic Research(USCFCCCHR)for
- _ -- % operation«,the proposes position(vertical or naraental shown an 11. Contractor may waste excess material at location designated by owner or houl material off site.
Z �_ _ _. WATER-TIGHT CONNECTION oWro I. plane- )as
z _.- _.
4841 ¢ w FOR ALL WALL OR FLOOR C. InatWled os shown an Uw approved plan+_ 12, All valves shall be installed with thrust blocking, and valve boxes in accordance with C.O.B. modifications and
4841 PIPE PENETRATIONS.
J._ ._.•u ._�. _ u, _ ,r _ _ �_ 3. A now eeucfian device anau x installed Imrrmelow se.../.,ag the C.O.B. detail 02660-3.
� 11olAlle Cheek Valve Assembly(olartn check roles,now sensor/alarm,
ts-
meter,etc)as nhawn oa the approved plena.Pgddla-type flow alo.ms notz _Q __ permitted on dy system. 13. All fillings including bends greater than 11-1/4 degrees, tees and plugs requiring thrust blocking shall be
m N - - 4. A Double Detector check valve Nseb may be used with o standard Installed in conformance with C.O.B. Modifiications and MPW detail 02660-1F - ----- r Y rrtt ABa.E ,ty at Bozeman meter. The meter,bop or t Double Detector Check
�� 4840 i1Op1t RooR VeNe Dhall have a Double check Volvo Assemblyinstalled shish meet. 14. 4-inch fire service line shall be installed in accordance with C.O.S.'s Fire Service Line Standard (Sid. Dwg.
ad I e • • the some installation criteria specified above in requirement number twa Y --
EE ENT FLOOR ,_� .j - a Homm�lol bMalation.most a a minimam of z'above the nniavw No. 66 h 1 L These plans are for construction of the 4" fire service from the existing water ram to the OS&Y
ELEV 48397.43` a u: -- X - - --- MECHANICAL noor. valve m e building. a
JOINT I S. The rre.ervice it-must be a mIn•mam or 2'from any outside wall. 15. The fire service line shall be installed, chlorinated and tested to o minimum of 200 psi a single
and a minimum of V from any interior wall. P by 9
4839 .r -- - -' Contractor. Morrison-Moierle, Inc. shall provide construction observation and prepare the record drawings and
In 1- 4839 7. The booming fire service line shell be a minimum 6.5',and a mox- certificate of inspection for Fire service line installation. Contractor shall fill out and submit "Contractor's Material
o w o imam of 7-5'Was the fb:shwd grade, and Test Certificate For Underground Piping".
90, BE PATH •.., S. All fire.entice line
_ THRUST BLOCK ra6n9 W 175 PSI. °Pvu enancea.hat have a minimum preawre
..in O < _. _. _ 16. Datum used is the City of Bozeman Datum.
9. NI fire service lines 4"oM larger shall be Close 51 Ductile Iron Pipe.
4838 17. City of Bozeman to operate all valves and shall make lop of existing main. Contractor shall expose main,
4838 10.line sizing: The Double Check vcwe Assembly shall be equal in sae rovide and install topping tee and valve.
to both the incoming pipe diameter(upstream)and outgoing pipe diameter p PP 9.........._- _._. - --' ---'- -- --'- (de.nsueam).
-1• MIN-,2• MAX. 118. A preconstruction conference shall be required prior to the start of construction. No changes may be mode
to these plans without the approval of City Engineering and/or the City Water/Sewer Superintendent.
4837 4837 19. AIi estimated quantities ore approximate and ore to be used only (a) as a basis for estimating the probable
____INSTALL_6Q, F ___ _ _ _ cost of the work and (b) for the purpose of comparing the bids submitted for the work. The actual amounts of
work done and materials famished under unit rice items may differ from the estimated
OF 4" CLASS 51 D.LP., 2'MIN.,3'MAX CLEARANCE p y quantities.
_ s+m ABOVE FINISHED FLOOR
AWWft C75--- ru n.,r,�
--"� --- a°,;,� 20. Contractor is responsible for obtaining street cut permits prior to construction. Contractor shall backfill/
N �- o -- - '--�--"-` -- - - _ install base material/slurry per street cut permit and/or as required by City of Bozeman Engineering. Pavement
483E N e rn 483E thickness to meet or exceed the existing pavement thickness (3-inch minimum),
c cv ,a rO n o ao rn n
a 'r I: v f: v a o c a ri v ri STANDARD FIRE SERVICE 21. The Contractor shall restore all landsco In Irrf ation disturbed or demo ed during construction. Seed all
I v < a Y v l Y 1 1 < I 7 1 e l P 9/ 9 9 9
cD co m s0 to an m m to too O cD m t7 ao cb m cD o disturbed areas with some type turf seed.
a LL <Q Q a a e w v < LL CITY OF BOZEMAN SCALE: LINE INSTALLATION N0. 02660-13
1 I I I I l i i M I I i i
t' CJ 0 02 U 2 w r' 8 V col c5 .1 ti NONE DEC 2003 22. Contractor to ensure the fire service line achieves a minimum cover of 6.5 feet. Contractor shall provide
w w 4 w V w W � w W W W W w (i FOR CLASS I, II, & III SYSTEMS insulation for areas with less than 6.5 feet of cover.
0+00 0+20 0+40 0+60 0+80 0+94 REV: APRIL 2006
VERIFY SCALEI REVISIONS DRAWN BY: KOJ
RTHESE EDUCED PRINTS
NEeELLOW NO DESCRIPTION DATE BY CITY BREW/QDOBA FINAL SITE PLAN PROJECT 8 OOUNMBER
MoRRISON 288wernatology Blvd.W. CHKT),I JAU FIRE LINE PLAN/PROFILE SHEET NUMBER
MEASURES ONE INCH ON 1 RECORD DRAWING 06I2013 FAS &mpineers Bozeman.MT 59718
OMGINAL DRAVwNG. LaI surveyors APPR.BY. JAU BOZEMAN MT 7
MAIERLE,INC. Plascioners °ATE: DBJ2D,2
Planners Phone:(406)567-0721 DRAWING NUMBER
MODIFY SCALE ACCORpNGt1'! An F.,Ip-vca-Ousted Corrr nv Fax:(406)922-6702 CIA.REVIEW C6.0
�e 0
P nor By. BOZEMAN GATEWAY SUBDIVISION PUD
NA36381OOMACAMite PlanSICity BMW%Recom OrawingslC6 dwg Plotted by eli a shuford on Junf312013 coPrludrn c h.oRwsoNMAxme.c..mu DATE: