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GENERAL NOTES
1, All tUn Stl'ottlein shalt ennfarm tc the accompanying plans and t;,a M,m.Jna
Public works Specificatirres, secrutd edition, Jan., 1983. tip, ot1jer.1i4
noted.
-.
a. 'IrenCh excavaLion ;hall he Type 1.
-- --- 6. Pipe bNdd1r++99 shall r-nnslst of 4 Irrolies of liodalny :ntl?rla .• ie•
-- — - - - the ipe.and bedding material around and over the htor to a u„int
-- -- - - 6 tholes above the top Of the pipe. TIRE bedding meter lol snr II
- t - - -- - -_. -- - - -- -- - - .onsist. of 1alpo-W sand, sandY gravel, or fine gravel 6asr_; a
_.- Fn �••-. - - __ _ - -- _
j• — - - mealwum stye Of,3/4 1ncAes, and having a max llAtaF plastl y -f
_AT0r 6 as determined by ASMTO lMtNods 169 end 190.
+; I t.; ,-,,.•,,> a.-.+'I +r - -,." /�- c. Tranph backfill iW1 he Type A bockf11.1. planed In 12 110n Ift'.
(aaxlmwl. Ad cpinpaatal to at least%Tl of maz,awm Stan-tare I'mctor
WAlty, as determined by AAWO Method T".
d. All water malt, pipe $Hall 4e ductile iron. CI4e5 s1.
e — _ - 1_ ,,n- R neery En�FMr+:7. e. All water IfneII shall be InstallW to provide a minlxlum nl tees.
'�� ,5� - t ,vn:.a of c4N8r to finished grade.
.,F qr++w•? �, .. - _1 f. All Valves, ppluugg%, ftc.. Shall Include thVIUSt p![Kka as not?(I In
the Montane Public Works Sp6clficatfons.
9• All water main fittings shall be Wrapped In iMlyt-fhltine.
2. The Contractor shall verify the Iacattoo and depth of all hurirl t,t:lltles
j prlar to construction.
3. 9enl:lwarks:
a. Spilow B.M. A17 - bait on bMioet Or fire hydrant at S- art.- (If
;E•;...+� "" N. Ith Ave. and burstan BoW. Elev.- 4779.22
B. BoZ4eian BtM. 4'P2t Unit,n bonnet of fire hydrant al sw tuner of
- I N. 70 Ave. and puritan RINI , 2- -- 4179.94
- I <, The followlNg City Stand d nil this projer.r.
bate Velvet: Pacific States nr Mueller
6. VNlve Bones: Tyler
is's - r, C.d. CoWr�prRr Muel
ration stops: MyNl4r 66,60
A e. Curb Boxes:
i cult Stops: 1S'. ler H-15201
tY, 1Wler H-10386 w/stdtu>t.ary ra
and foot plet-e
f. Copper Pipe: W. Type K. soft temi,er, AWWA Standard Ctw10
�1 5. All ductile train pipe, valves. and fitting$ shall be encased 11, munmum 8-11111
thick polyethylene tube or sheet material. The polyethylene I4be c.r �Iteet
I material shall be applied in 4cMdonce with the manufacturers iec:rl�3t.l�lrs
to completely encase the pipe or appurtenance. Any rips. punctures. U. other
co
damliLm to the ppoalyethylene shali be repaired prior to back-illtlg-
6. Brass wedges $hail be Installed between lengths of pipe. Canductl+l!r Of
he Pipeline the extension will be checked at the completion It an •,.rr !i fl.
II I •I 'I .. ..I - - ,I= ,I I ? I FSTil A...-t _. - T—_ __�--_.I I I
fnC $' I f -,,,r' ,� arev.lFEP Fv,
.00cNTAN4`''•.,, Rocky Mountain Engineers
*• •' * P.O. 80, 803, Swanton, Montana, 59771
- RAY H.•• (406)586-4859
CENTER
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et L6WI'ale.a eiYHfA PLATE 1,FLAN-PROFILE
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