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(SEE INSTALLED NEW 8•x 8"TAPPING a - w
SHEET S-1) TEE,TAPPING VALVE,VALVE BOX, P vy'y
PLAN NOTES: 45EL(MJ+MJ),AND T.B. `Q 0 Ww J
I The work old materials shall c INSTALLED MEGA LUGS ON ALL MJ �-- a<v y¢�
comply with the Montana Public Works Standard Specifications(MPWSS), FIND Edition,March � 2y
2003 90d the City of Bozeman (COB)Modifications to Mort-Public Works Standard Specifications, Fifth Edition,dated Marco JOINTS AND FITTINGS(SEE NOTES 3 H 'Q%7
2004, Copies of the MPWSS are ax.ilct>l.from the Associated General Controctom of America, Montana Contractors k 5). A.B.4819.44 T.O.P.
N Association,Standard
11th Avenue,Helena,Montana 5lable m the of Me City of Bozeman thing Depart to Montana Public INSTALL 8'CAP, = rr`III�
Works r.MT re Speci9715,T li ph (COB MODS)ore 280, la from the City of Bozeman,Engineering Department,20 Eori Oliva, MEGA LUG h T.B. F Bozeman,M7 59715,Telephone: (406) 582-22B0.
(SEE NOTE 8) EXISTING 8'WATER LONE k
2.Contact the Montana-One Coll System(1-800-424-5555)for facility locate Information prior to initiating any ground W
disturbance work. Not all utilities or underground private faellltles ore represented on the One Call system. Contact all other
utilities and private focl8tles owners to secure locates for their facilities.The Contractor shell be solely responsible for any INSTALLED 2-90'MJ EL W
damage done to underground fac:lltise due to failure to locate them or to properly protect them when their location is known. READY ROD,AND 6'OS W r
Fully coordinate work with the facility Owners and to keep them Informed of construction activities so that these facilities are VALVES. READY ROD
fully protected and operational at all times.
BETWEEN 6"OS h Y VALVES
3 Prior to beginning construction, excavate and verify location,existing materials, a and elevation of all existing tie-In AND 9OEL.
Deg g c en y q size s q points
(e.g.,Sta 0+37,0+83. 1+26, 1+43). Minor odjwlment to the alignment,location or fitting may be necessary. Verify
outside pipe dimension prior to owing coupling.and Topping Tees. REMOVE EXISTING VALVE Q
4.Existing water line valves and hydrants sholl be operated or adjusted by City of Bozeman Water Deportment personnel only. INSTALL TWO NEW 5'D.I.P.CLASS 51 BOX TO 12'MIN.BELOW fSnA,G o
Schedule and coordinate the morn line shutdown for final tie-in and the branch line shutdown with the City of Bozeman Wale, FIRE SERVICE UNES TO 5'OUTSIDE NEW GRADE;
B HALT PATCH CHOMPACT RyCf U f6fR
Department. Coll(408) 582-32DO. BUILDING. SEE FIRE SUPPRESSION ^yf a u
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SYSTEM PLANS AND ARCHITECTURAL yl
5.Mainto'rn existing water main and existing fire service in- a throughout construction,except during the final tie-in of the SHEET PIA FOR CONTINUATION. S
no.fire service lines and the final new water line lie-in sal St.. 0+37. Unless otherwise approved by the Engineer, begln COORDINATE LOCATION OF FIRE SERVICE 1+34
water main Installation of St.. 1+28. After the new main hog been disinfected and teelad, the existing water main moy be LINE W/MECHANICAL AND FIRE INSTALL NEW B"x6" INSTALL ED NEW B"CLASS 51 D.I.P.
shutdown temporarily for the final tie-in of St.0+37, The lie-in at Sto O+BJ may be completed with the brooch Iina wl SUPPRESSION SYSTEM CONTRACTORS. HYDRANT LEAD,F.H.AND AUXILLARY
of service. See Architectural Sheet P1.1 regarding fire Ilne now,ontl fine suppression system requirement.. SEE NOTE 7. (SEE NOTETEE, T3 VALVE(FL x MJ)AND THRUST BLOCK Z
EXISTING LINES TO BE ) ASS'Y PER C.O.B.STANDARD DRAWING
6.Provide minimum 6.5'bury depth on the new water morn and two new 6"O.I.P. Fire Service Linea. ABANDONED IN PLACE 02280-11. ALL FITTINGS ALSO MEGA
INSTALLED MEGA LUGS LUGGED. SET HYDRANT BURY DEPTH
7.See Architectural Sheet P1.1 for new Fire Service Lines Riser Assemblies and Fire suppression system requirements. New fire TO ACCOUNT FOR CONCRETE ISLAND.
line.shall be disinfected and pressure tested from main valve to the firs riser OS&Y shutoff valve as a single unit. ON ALL FITTINGS AND uu�i
Coordinate with fire suppression system and mechanical controctom. JOINTS MINIMUM 6.5�BURY DEPTH. z W ? -
f+1S f f INSTALLED 2-22.5'ELa n u,a577 i
8.Aster new line Is disinfected and tested,cut existing 8"Dan 2'from end of new tapping lee randar install new cop old T.B. n4'C W/MEGA LUGS AT ENDS `^ v,
Place temporary 4'x4'blocking against existing pipe and and pour concrete T.B.around temporary block. B• AND READY ROD
9.The COB MODS supersede the MPWSS. Secure approved shop drawings prior to ordering materials. Key materials ors BETWEEN. 4=
summarized below for convenience(see referenced specifications for further detail, related accessories and installation `'T'P NEW 6'G.V.,VALVE BOX, INSTALL 91'OF 8" ay; ,
k TB., RESTRAIN VALVE
rsqulromenla). PER C.O.S.STANDARD D.I.P.OP CLASS 51 1+12
90'EL w/MEGA LUG h T.B. Z.
DRAWING 2860-10 PROJECT BENCHMARK:PK NAIL
o.Pipe: D.I.P.Class 51,AYM'A CT51 (MJ or Push-on) A° O NORTH RIM OF SEWER MANHOLE- 4827.06' r
b.Topping Tees. Mueller Company H-615 or H-304 M O 8
0p 9 pony T-2380(FL inlet, MJ outlet) REMOVE7nNG .h 3
c.To In Valves: Mueller Company
0+55 h 0+57 W
NEW W/r TEES d.Fire Hydrant: Mueller Centurion model 250 w/ Mueller Defender Security VALVE ASS'Y AND
Devito Keyed to City of Bozeman Stand. (See COB A.B. W/T.B. SALVAGE TO CITY SHOP 34 Iy
Mods to MPWSS for connection and swNol tnreoda REMOVE
A.B. 4119.40 T.O.P, r,L L �111iiii
requirements.) REMOVE EXISTING T.B.M 45'EL; 0+83 r-y a
7
e.Gate Valwe: Mueller Company 2360 INSTALL NEW 8'C.V.(MJ)h VANE INSTALL NEW B'x 8'TEE(MJ)W/ �+�1 f-t
I.Valw Boxes: East Jordan Work.5560 BOX W/T.B.; CONNECT NEW D.I.P TO 8"G.V.(MJ); RESTRAIN VALVE PER PROPOSED WATER LINE EXISTING W/D.I.P.COUPLING(SEE C.O.B.STANDARD DRAWING
l0 Tapping Tess shall be furnished old installed by the Contractor with the wet taps made by the City of Bozeman Water NOTES 3 e 5). INSTALLED MEGA 02660_10; CONNECT EXISTING 8' PLAN VIEW -
Department at the Contractor's expense(Ref: COB Mods.to MMPWSS). LUGS ON VALVES, AND ALL JOINTS LINE(SEE NOTES 3 h 5)
AND FITTINGS. A.B.4819.40 T.O.P. A.B.4119.60 T.O.P.
71 All trench and excavation beck/ill and asphalt aggregate boas shall be compacted to 98[of max;mum dry density S determined by AASHTO T99 or ASTM D698. Clean cut existing asphalt edges and repaved with a minimum of 3'of asphalt. 10 0 5 10
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a PARKING LOTPAVEMENIJLCIION VERTICAL 4626 n u� m < +Wz� z z< < -z>z� O
I NOT TO SCALE ADJUSTMENT MADE 4824 COV£R 6"0$AND H z 'DW z_ F J �
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W/TWO 22.5'EL - - z? w
In W/MEGA LUG ON 90'MJ w/ _ - - - _ - - - Q
p BOTH ENDS AND T.B..MEGA
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? 4820 w �RROD8TO 6" 6COVER W a-
NOTE: ALL JOINTS AND VALVES VALVES' Q Z
RESTRAINDED WITH MEGA LUG AND
c READY ROD AS NOTED. -I
a LEGEND 4820 EXISTING B' WATER LINE W w W
48�6 DEPTH UNKNOWN W Z W
I EXISTING SEWER MANHOLE DATUM d'LBV Q
EXISTING STORM DRAIN MANHOLE 48J3.00 Q 3
v EXISTING FIRE HYDRANT so -__)
u 'O Iq DATUM d'LEV_ Q
EXISTING WATER VALVE Z 481800 CD
TELEPHONE RISER Z
EXISTING PARKING LOT LIGHT 'a Q
D EXISTING SEWER LINE 0+00 0+10 0+20 . Li
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< EXISTING STORM DRAIN UNE m
PROPOSED FIRE SERVICE
G UNDERGROUND GAS LINE °'°° 0
+50 PROPOSED WATER LINE '+� '+50
a UNDERGROUND TELEPHONE LINE T INFC PROJECT NG/ UNDERGROUND ELECTRIC LINE a� L�J
PROPOSED FIRE HYDRANT PROFILE VIEW PROFILE VIEW SHEET N°�'BER
PROPOSED WATER NE RECORD D RAW I N G
UNDERGROUND TV LINE ) -I Or HORIZ
a, N PROPOSED WATER VALVE I„=2'VERT Ir,_2,VERB' DRAWING NUMBER
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