HomeMy WebLinkAboutLyman Creek Water System - 1989 CONSTRUCTION DRAWINGS
FOR
SYSTEM
K WATER
LYMAN CREE
IMPROVEMEDITS
CITY OF BOZEMAN,
GALLA17IN COUNTY, MONTANA
-'�_i I - k
^% INDEX
{ { SHEET NO DESCRIPTION
PROJECT LOCATION
RESERVOIR AREA SITE PLAN
3 YARD PIPING AND SITE GRADING
t
N /i '\0 4 CHLORINATION BUILDING
.y,r��•w5 Y _ f•
t �
PIZ aTfd 2-q 5 YARD PIPING DETAILS
MISCELLANEOUS DETAILS �NTgti+y�
4 S /S/G Engineering
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,✓ „ n B WATER SUPPLY LINE DETAILS
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1lniFMA•l R^'�-yar"' S { -, / 1 � nruv�►N �'
11 PLAN / PROFILE 25+00 TO 41+00 ✓V'" )
12 PLAN / PROFILE - 41+00 TO 56+00
_-, l-•- _` ��'`�,, yr _ y 13 PLAN / PROFILE - 56+00 TO 61+00
P„ T7
, 14 NORTH SIDE BOOSTER STATION
t ,• �`�'"',. - IMPROVEMENTS
is_.
AS CONSTRUCTED AUGUST 1989
PROJECT NO. 86-511
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DIVE fps&.
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% f fi 7 • J } g e l L w• BOZEMAN, MONTANA
WATER SYSTEM IMPROVEMENTS
LYMAN CREEK
BOZEMAN, MONTANA
• e
. �• • DRAWN BY GRr•t DATE 3/10/88
PROJECT LOCATION _' `F•��,r - � �� ��, '� •.yy � Ai� CHECKED Fn.�- REVISED
�4.1• �:.1� Mli F •�1'- � - APPROVFD�L _
SCALE: NO SCALE PROJ. NO.__ SHEET I OF 14
AS CONSTRUCTED AUGUST1989
NOTE` SEE SHEET 6 OF 14 FOR
DETAILS OF SECTION D-D.
P FG,
D FLOae59AG���o`ons
s
UNA10. i0 CA RESERVOIR
EF..,-+
MAINLINE To 1— Y�
30 DEEP
�p•Coro$lop r
_ 6 TOD
- 1/2"LINEp PE CURTAIN
CAPPFG �' r.•ia I n<.IAnor�a ineo: BAFFLE
3/9•COppFr J '.
Serrin Lln~/ i i '
4WJ RESERVOIR OUTLET
CONTROL STRUCTURE
D
\ II/2•COPPER_y
1 Min 60 Coro 1 '
I I/2•LOr D.Stop—lT' / — � Fraereless Y ,
S TOO "` * - - Yard Hydr°nl *0'
- 2P-T-G,dControlA-, ...._ .._.. ___....._._.----------- -------- ---------�
EXISTING PIPING DETAILS 2*DAINGPo—Supply a mv2 PVCC.M"I
NOT ACCURATE THIS DRAWING c/Gmond W-a 3/4 PVC-
ona.e \ F—I,,,
Y t/2"pVC WOro PiVe Y. on Hydr t
C/J (Mm 60 Cow•1 ^
Mah I Ana.ro mmpty u•a d , t -_
FOOD PVC Plp.Im°rhirq.
On 20 0C`
`\ CONTROL
VALVE VAULT
t \�
I
INLET CONTROL
1 STRUCTURE
t -PIPE GALLERY
ST RLICNG E PA 4PVC NOnI
STRUCTVRE —�
/\ 1
I I
CONTROL _
I'SOLOING I
______
1 _ CHLORINE
BUILDING
�I 1` `^ •aAd rplOc.eence
GRAVEL
r♦ /TURNAROUND
r.r 61Nr0ness 7-m us Growl
pP Srn OOM wirA I.np•� -
one 00`.
AS CONSTRUCTED AUGUST 1989 NEW DATE II-6-91
I Ip�01 30PCAFI / N h 9'`
S/S/G Engineering & Surveying
`Ntn BOZEMAN, MONTANA
i * ,ENAII WATER SYSTEM IMPROVEMENTS
\ I D
LYMAN CREEK
BOZEMAN, MONTANA
\ j
DRAWN BY gt''_ DATE 10/27/87
/. CHECKED BY RESERVOIR AREA
\ _C�i SITE PLAN REVISED 2/8/8S
- APPROVED VL 3/1/88.4/20/8 AW24/BB
SCALE: I"=20' PROT NO._e6-511 SHEET 2 OF 14
22 V°Bend 12"1 6"Red,cer w/C OI Iar Coup ling
B Swid SIaMi..
r, S Conmcror
\ \ I I I/4a Bend 1 1
R\\ B Solid Sleeve
Connector
z2Vz°&na
z 1
Sold Sleeve C -
onMcbr
NOTE SEE SHEET 5 OF Iv FOR DETAILS
a OF SECTIONS A-A,
New It D.I.P.
Water Line O
I
G
Floe ide B Chlur ne In
CONTROL
' �Th $Ome PVC SI!!v! Gyre
� _New 6,PvC I�
N w Ch10r Saw-Line
VALVE VAULT Water Lineth.
ElieTlon eVo So SolullonlLirns I-
\ IR. B S Ivage) ai, yy -i2 10 Re duc -
hebEefRrloc ted an ton IB 12 R pacer_ - -
_I�"PVCWOterPipero e _ I _�—._ -
-- Reesrmf Hydrant,
I�'I^I'�
W
_ g- -"E ISTING IB R --_ eOy4
New 12DI.P N.6"DIF �_—__ _ /
Worer Line_ Water Line a� ,
f /
-New Chlorine Sowtion Line
-Nee CnI0r1:M
INLET CONTROL <
STRUCTURE �- - GALLERY
„PIPE be AA ca°n 4L-- - \ /
New corMr Posr _ \ E BUILDING ELEV.=
G U 5024.85
A �\ I"PVC ware.PIPe FIN.FLR. = 5025.0 /
B Electrical Wit ny
0 reeve 12DI P�, b Ctrol Building
BY-PoUUM on G I
CO '.
---f NTROL BUILDIN /
\ R.=5024 5
Ns,w PVC 1� APPROX.FIN.FL �` o
V4"PVC Water Set Vice,Ebctr,\ w �d Cmroo l wr fromcal
oecPno-pgraabre /PVC P lant -_
/ fDrainLM
/
% \ 1 Remove Fence /
Cantrell /\\ Walk f /
Smoorll Wlre Fence
Wlre fence - ----
\ New 3 Strand
Part,Wire Fence
/ I /� � Install New
� � �.Mr Poi.
EXISTING BY-PASS STRUCTURE
(Typical APO Lim
Edge Of Gravel —GRAVEL AREA
—Underaro and Elecrr'col service \ /
rrom Power Pole \
\ / / /
%
New.T.0/ Lille K I
/ - (Typical /- I tall New
Corner Pat /
_`►P_
Install smooth were fence and gat
instead of castle guard A
as shown ti
3 S N UN
/ ew trand U 3$9q f
BorO W-re Fence
AS CONSTRUCTED AUGUST 198 ..
`('Stan New EnginPFring & Surveyinv
Corner Post
acre
1 BOZ£MAN, MONTANA
\ t ' WATER SYSTEM IMPROVEMENTS
,\ 1 LYMAN CREEK
BOZEMAN, MONTANA
S r'
2/B/Be
CHECKED EllREVISED d/IG/BS
/ DRAWN BYGRt�I YARD PIPING AND DATE
SITE GRADING
iAPPROVED e-�— 3/I/BS,a/20/BB,IO/24/88
SCALE: I"=5' PROD. NIO._ 66-511 SHEET 3 OF 14
I +
I 12" I
.a 1.10" _- —3-2ip'Ridge
Coal,FOecia sJ Nailer
2s8
"4 EI)hoyn Can 8
18.18 M honical Su Dfaacia 12
Vent 2".10"RaNe.,24"O.C. 5/8"CDX plywood
1/2"A C.Eat,rior 15`ruofing Daper 4�
Plywood V,h 235`Claaa A
Asph.shingles Na Seam Contlnioue �6 mil rb.and
Raof Gumer w/Donn So—t\ Batt Insulation R-30 Fi Dergl°as
_ - Metal Haile B Slope I an SW Bldg.Co,—
B".
e's Ifi Concrete ---- (HecenedI -Roof Line 3/B Ply.'oo� 3/8"Plywood Ceiling
Block(6"CaTypica1) Soft1 2-2'.6"R.e/4 - -
Bolt.at 24 O.C.Hecate, - - 2-2".fi P w/4'
Space as Required Bond Beam w/I!5 Bolts at 24"O.G.
py Manufacture, Bar-Top Course,
all aides and Gade '--Lintale al all o4en'ng,
2 2'".d' ends I'a B"Fosc..- �e6 Bma each Couraa alendad
Ridge Italian I 2-0`soen end solid
NOTE Comrcctar 3/8"Plywood
O `m I
Run BIOCY Courses soffit
Into Gable 3V4`Trim 1"RidgiSpecified
on alll Ine,io,n Wall
u,f-5)a
3- WIV4'lIn on all Interior Wall Surfaces a
-F.F,=5025.00 �I-fi w/V4"Interior Grad•Plywood-Sea SpecLru ,
for Painting Requirement,
8"Conc.Black Joint Rei'10-0 every
fi TmcY Concreted
Running Bantl
4'AIum Th...hold '-alhar Course,2-e9 earn
. �3'_5'Opy Slab
~ Fill Mceon y Block.w/Insulation
j SECTION B — B °,S"aifi,d
SCALE 3/4"=1'-O° 1
6''Awm.Tme.haa V -
an V4"Ste s
el Plat.- /Rollagoup Doorlaewalsd 1
•4 Bars at 32"O.C.V.rtical
to match Foundation Rainforcamanl
4"00 Pipe-till -
Grout Solid,Full H.ighl,
m
w/Conc.,round
Bldg.-5024.85 toD
4OD.Pipe-fill i/Lanc.� Walk Eler.al • 4-#b eontl Bwm •4 Ban(Dowels)12"O.C.each w0y
Block
mL OuM HOD I Typical) Over Rallup Door
I
s lfi Concrn,
OUTSIDE Block #4 Bars 18'OC. r 1-WE 1I 5024 _— Fo WW Entre
loor Slab B Walk -ELEV=5025.00
2'-0" H" - _3 i3.s/ro`Cont nuous Argk INSIDE - O OUTSIDE
oun
Mlatl nfo,Steel Jambe O
I..ubted Rollup r - L
yi
Doo, Al...Bars Ifi OC Ve,
j #4 Burs IZ OC Hbrt. 3 Md Vlequina Wp0!Barrier
3i3.a/ro to Continuous Angle
Conern, Wolk INSIDE - -� Moun.dn fa Steal Jombs r I g�VUc �'-Not.Gravel BoCY/ill
I
40D.SteslPpe-fillw/Con
,pane mD 111 3'i 2 V2 h S I:CT I O N D—D �'^ B F°°^°,tan to
u
ol,ndame.lae ln 3•12'nto cape g -
A,chnr I BOTH SIDES). be pl°ced under front 8-�
O SECTION C—C — NO SCALE
°°m°I°'a°f`4ncoEi { <<' —
1Yl #4 Bpr.m I6 o.c�.-e•na
stop(TTDical, NO SCALE A -° awry Me',bar JiF nfq Conc slab
L .%aqn I % 1
7 �1101 a 12 _
18 D.C. L�1_6• 2-g4 Bars Core. =I - � #4 Bee of 12'Spacing Mas.
PLAN
SCALE; 1/2"= I'-0°
l
A Roof Vent- B
#4 Bars D-1k)
Alibi Ifi"0" s_
Shingled Roof Plywood Siding
I 2-a4 Bark Cant.
1 .1•" n -: r.t-.`Plac,Fooling on Undisturbed
Hall.G....I
-- - - - I
D I 91 ---
— -- SECTION A —A
p _T. -- - _ SCALE: 3/4"= 1'-0"
_e'.e"y16"c°ncr•t.
1 l Black(Typical) Block(Typical I
8.10 Rollup I 6r
ET
-_-,Door w/2 WiMow.e.....-. I —Cmlaove
L L � Floor\ II/2 Ih`Argla Iron Track
it ro/ro" '-n—blE�JU1 r •�
I
.i I
Flni,kid Floor-5025.0 `_. __--
To BWid'n Fbar= ` Fxl a.a1 Fang rr_ -Walk=5024.BS "
p g Sac.as Require0 I "' Ven1B'Mechanical - y
Wa,
To 0 P _ -- -- - °�° METAL RAIL DETAIL
I-- Metal Rail B St (See
TOp.85"Bldq.• DY Manufacturer __ 4t0�p ) '-"I 6`
DetaillNS She S c7ypkol I 9
5024.85 -_� NO SCALE
�____ __----__—--- I I ------ --
-ram , , - - - � � N�iEr�k•
II
I I L AS CONSTRUCTED AUGUST 1989
a LJ 1 j�� _i �� r� L,LJ e/ / Z ogineering 8 Surveying
I—
A
WATER SYSTEM IMPROVEMENTS
LYMAN CREEK
FRONT ELEVATION SIDE ELEVATION BOZEMAN, MONTANA
SCALE 1/2"= 1'-0°
SCALES I/2"=1'-0"
DRAWN BY GRM DATE 1/28/88
CHECKED BY CHLORINATION BUILDING REVISED 2 B
AIPROVED IS 4/AyB8,1024/8B
SCALE: AS SHOWN PROD. NO._ es-su_ SHEET_4 OF 14
4"Stw1 Vent
Acce.e Lid- (SG..Md) Sani tory Well Cap
Neenob R-IB72 NE MA 6 Need Dis—ct-
Ancnor M Cmc.Top
TTap Ebv.=5028,19
Aaau tbbk 5026.19 IT t# Ir ;,,ated Wand Pansl
Rop FJs, o Cov.r.wMwdles for\ Top Elw.=
11/z"OrW emY removal \ 5026.19
PIpA r/fAp Pump ElactrrcolOW _-
_ PVC
: 7Conduil �_
- - 4I.D.PVC 1 fill
Y NEW INLET CONTROL ^(I-!1- 71 - - _ IJ
pipe ��
e
STRUCTURE-60"I D. 11 - �----- _ _ _T D El.,= -
Gnut_ I2'Spool - t5023.50
(TYD.) /It D).B i12"PVCMIN
l So C
Fir Coaf•d Monty b 2 III-Col.,ofEvl•+I nq
r- Im.=22.00 Q ��
91e
'll�a 1
i•{ r.� pe 16'OC Fbr
Inx=22A0-O lde lut ; Inlet Lnirol Structure
o
r J na
NI 4 Wood Walt r 2150 M Bon W 16"QQ
Wmd Ntlt.wa9_ v 3 O -- �f,.� I�.�STRUCTUREy PASS Z WO-Redwood PM Bultdi 6:Mn.COwr Iwtn ways
'„aleTip 11J r✓i/2'Spooe Nyd.ar Grout p"a10'Raduur-
-� 16p Elev.=2019 )', • Hyal. ITypkd) --Ancko,EEL To
12"PVC � µ90e Elbow- Wall /rota µU —
'l" 3"v3AWm Anplt t., Prlees tbaDte 1
T.R.-tow -� rr Frame all 6 a Y
I 12"PVC-Class 3S F§..� I?..� ' O 0 I8.��
-Nw=17.B9 F __ T
~ Q"0.1P q"PVC 12•Tse (Typical) IE 'y"I R09 I p: 4Sutmrlb.P p T; 9pod'REIPE- _ \10"Spoil-_ r
�>�hd haida PVC r PE
:� 12 Spoof - `Eaialkq 18.
�,.l O Ivt i� - PE.PE RaiWuhrlJns- -
Inr.=IQ00 I"�I "tL Im=IBA'- I a I' j C"Gam V.1 -ma— I hv.=5017.89
vr� 1 I 4`I.D.PVC Pq Pit.Clomp.-8 r q'prefeure 5wyn I Y
Y.'' ^ t, I (Cap End) places min I r {bN of Flow Lmi Meter - ti
R Spoel f Prope
-W PASS LINE I(I I/4 6"Prforatbn e` IO CaDbr r / up Valve fa 50R.72 li.
MIIIK '�'-0= BUTTERFLY VALVE .,' vt (SDNaalian•Awrt ; 91ra ��VW
lv*. InI1i �� pl� OMM345 41•wb) lTr at _ rt lace r 10"90-Bma sell
1200 Ndur Mo i le
326=8"
,1 .r30 12.19 ..L_ >l< tl.. tm..1200 - EIev=501219.A a.".. 1 .y)'-..r--.. M. 1: 4 e.r tSubprod
4
10 Dto
Eb.:1011,3o
yy
♦iy 11) \ llr��N \ 2 M'n.W Wa mcl C Ale f q"Spoo1/ �DiffusCeoreF Concr•1.TNru.t
F.E�a RERE
+2 Compacted
Wo.Md Rock Rat on COmDacIM Thick".12 Aa..mbly Block
an campac+.e sab-Be.. EXISTING -� sib-ba.e rnlak I min.)
BY-PASS STRUCTURE
INLET CONTROL PIPE GALLERY
STRUCTURE
INLET CONTROL STRUCTURE
ELEVATION
SECTION B— B Cblerine SoWtien Fram
fi'Got W e lve IV2"PVC Water Pipe b Chlorine 8uildinq
�w/8°ss Rwrvw Hydrant.
SEE SHEET 3 OF 14 -` New Flake
O „� Sol Lim 04 Bore at 16"QD.
1� ~ /both war.
e Voha 4 _ -- / Iz'team Cofer of Eaiatf -
/ Her Central Structure
O.
\_ , Gal V Ire -' - -
AccentsMatch Top EIev- Aar.klatch TOP Ebv.= - I r/B
502615 /5026.19 _ ( 1 '� 1811I2"R.dRer-
Gr + 10 tl M�Redaar-
.,.� # _ NEW INLET CONTROL (TY0.)
IV- - ti_I ylI I �
: I�I)� STRUCTURE-60'I.D. ��;y.
P NEW OOwEFlCONTROL
STRUCTR -60"I.D.
48" zr a e 5poan -SAtpya a
n
2" a.a1+ewaoa
Q --
iatin le'R q oai
VaN E.
16"QC. 7 Nb t.r Lln.
Buthi VON w
3 label Wood F4nel
...
.rs w/Fbldlea far
1� p r 2'QI.P Water Lins a.. y removal
I: _ �se —9aa•my Valra to Cortrcl Poe
1 I I to Cootrol&rildinq
To R...rvolr 1 I _- -hv.=1TB9 I. 12 BY-Do..
M i 1
d:' t 12 cw,w I 12'O.b Votte 1, e ♦�'
z-�
�a' PIPE GALLERY
im 16.00 " INLET CONTROL
IEeEt � ' i'll
\12"Min 3A"WaanedRock STRUCTURE
Compoded sae-Ba.. " BY-PASS
Row WCI.r LINE
NI 1
Nr.1"0
CONTROL VALVE VAULT Btm.-Izi9 PLAN
� r �5 c{:
uj' \
o Mk 3N Wo" aAed Rock
COmpacled Sub-Bee. SECTION A—A
INLET CONTROL STRUCTURE MM SHEET 3 OF 14 a°
>.
SECTION C —Ca M.�
, t
gYAl fv
BEE sl-IEIIT 3 OF 14 urbe�xx•
AS CONSTRUCTED AUGUST 1989 11-6-91
S/S/6 Engineering 8 Surveying
BOZEMAN, MONTANA
WATER SYSTEM IMPROVEMENTS
LYMAN CREEK
BOZEMAN, MONTANA
DRAWN II DATE 2/2/66 _
`< CNECc[DElf YARD PIPING DETAILS REVISED ZAOaa
APPODVED ��= 2/20/88
3
�� a SCALE: i'=3 P1OJ. NO. 86-511 SHEET 5 OF 14
Concrete Slab See
Sheet 7 of 14
Hopper Loa11. snaner- Now Concrete on,
See Sheet 7.Y w Block Building
Existing Concrete /Baq Loading
Building -- NODDe' - - - - - Chorine Reniduol ,qurDY ay !Anbrins Re.idual
Q Electric Anal -� na ynr
3/4'Coppar Water Service .-Heater.I.t -In
Lino I Insulate0l TMrmse°+
_ Water Main
Po—'. Wall Mountsd flemote
A (Typ N Chlorine Ejector
Chorine Flesidual ' CDlorme Control Prossurs _ (�
Analyi.r 1 Assembly _ A Took (Typ.) -r-7 Gouges Woll Mounted
T \ IJLYI Remote Cnbrina Corpor°tion Cock
- 3 - CaMa iM Esc oemola _-_____-_ M w al Nn Wives "Scn40PVC Elector Dittuaer AsxmblY
ke�mrod;t 1 /oDovaSlab H.weib
Oal year O I .�I I \ `Tye (TYD.) � I
Electric YD
--Heater.r/bbtilr-n s _ - - - I�.� II Pressure_ TI //Pon
vc
Thermostat f ^J Sei1cn17YR) 1Ki CHLORINE -
/1 �I I CONTROL G Abme Fbw HOUSE
TTT IgU4E I
r FEW FLORIDE -T - - .--`--, "T -. .. � _ fro H Y PVC
-, UNIT-See R I � Solution Line C 1
Sheet 7 A I4 \E%ISTNG FLORIDE I Ton CYlineer p M n PVC
UNIT CMpr'•�utomolic
N�d'Porcelain Swttcnov r a m Sdu.ion
R.c pncol,Wpar __ Naw6 Porc.laln ReceDncol, O
Proof Snl.b w/150 I / Vapor Roof Shi ek w/150 o'e a i ac u5 Corp.Cock Diffuser
Watt Tuff Skis Lamp Watt Tuff Skin lamp P�% 4�J~o ,aP Y
,So-Dhlor;n.eon. Cnlar,ne ,a • A.NmDI CHLORINE EJECTOR a
and Seale I Ddtetf,r Q Q° d �a I — t DIFFUSER ASSEMBLY
i I I Metering and New Electrical F`' •0� ft I`Sch BO Block Iron -Water Main
Control PonM Panel1Ponsl A) I I / Can...1, Pi
-Slab piny
�qEL � THIS SHEET )
R.lei;Mds pnt B
44 J each)� aeytl..
°aafMaanled —Tharmatat PLANT WATER SYSTEM
M°EanauH S _ __ _ 5
Eternal Vandal Rool EleclHcd Meter and Outside Switch SCION'
SECTION A A
Lipn1 Fiatun B Snleld Underground Seek. Lpn'for E,hrwrt Fan
b w/ISowottLamp wS. _ E.Ir.-Vcnd:IProof I (THIS SHEET )
amaa swucn WON'— u ro Fmtar.B Shield
'v Li bt for E,ha.et Fpn y
New Concrete p � w1150 Watt L p O
Slob _
CONTROL
Weuthsr Proof Ear.rnal --- 5afi•x10.ylwan IT Me- HOUSE
C-6.nn Duller
9-0• ..1 I BUILDING —
BUILDING R lamor apu / NOTE
B i _ L- I Automat-c Ga. ALL CHLORINE TUBING FIRMLY
Remove BReWxe� I I [,. .'py,,.f Lose atWwum Cmirol Valve ATTACHED TO WALLS.
Ellethq Cate SleD x4 Ban
NOTE' CONTR CTOR TO ROTATE BUILDING 16'OC.vert. I/
COUNTERCLOCKWISE AND 24 OC Hrt.-
MATCH SOUTH WALL TO EXISTING 4 - componea Nmrv.
- - —- SOUTH`'WALL OF CONTROL BLDG.- aar.1 eaafdl Au.-tic .Solenoid vyre
SEE SyyEETS 2 B 3 FOR ^ Swltcho r
q
PLACPMENT FootingS Fo.ndlI-to be placed Module
ode,front and both side,of
_ �A Banc Walk.
CONTROL BUILDING 1 -- —
"4e°' NEW CONCRETE PAD wat.r Main
2 nines In Fooling �Ir
CHLORINE BUILDING SECTION B—B R:gwaiar —.—
PLAN - SCALE I/2•' 1'-D 150•CYLINDER
p L°a— 1\ Ejector Water Assembly-
C� (THIS SHEET I /He.,. \ \1Coor Cock Diffuser
G to Valvs,Wye Strainer, A...mbl
Prvssura baps Y
SCALE' 3/8•=I'-0'
TCYNCYLINDER --SCALE CHLORINATION SYSTEM SCHEMATIC
(THIS SHEET)
-EI.r.-4994.06
,Ae v
Er sting i1 -_'.1i':_ -e 2•IDAWG Pow.r Su ply
+ - Grou�C - I i NEMA4 / w/GrouM in yM'PVLPCadun
Fu ceu
De n.ct �., 1 a g g
p' sW 96
6-OC IK' `.. 2 Pon Twrt.tl Control W res �'a
r -1n V2"PVC Conduct `9 ' yQQ(m
-8 -10'MANt10lE g Jc
Jc X�
Tr
[(VR AILS % J
-..n oo 1An zare n
wd afo M.,.r
3A"Carp Sk of y H TaP- , Bo.h Mac.
1 Dra VnnLioe)b + sis'..n" �'P"'^p -Con Py BMpll•S9n66'1.
Cor.rl 2'Riaid Steel
2-•382•B CONTROL CENTER
r� u^naah w1M _
3M"Copgr 4er rice I ding—nd 100 Frn Porel`A'w/B Spay Circuit
10"Drain -Line I I/2-Capps 6 + ' Cato Pod S.rrlce Kit I00/2 &ee, */Spares)
Down Pip. 12 Rs.errak 1u 1 3Frlce Lme
b Sr.:.m - f l.r•4984.00 sa/! w/e
Met.r
Ifs 1
Lighting Arrset.r _CIRCUIT BREAKER PANEL
11/2"Carp Stop a Top 3/4 PVC_--- GE-12'Min.yi W°.h.d Rock CondW1AND
on Comx,W SA,-Bose
ELEVATION 7 Gcu
SCALE, I'•=3 RESERVOIR OUTLET 1
CONTROL STRUCTURE
48
SECTION D-D 3Re",e'cro na Roe.
i
SEE SHEET 2 OF 14
v
ONE LINE ELECTRICAL
OriseW(Curb Slop) p v 4e"MANHOLE SEE DETAIL�0 4""MANHOLE - --49 MANHOLE
THIS SHEET ) �,r"
Unma
90°Bend Union ^ 841GM Prenurs T
• s Y Trpn.mill.r CONTRaI R ol�
j� -H/2"Scn.ao pvc .r I112'Capps Oil.•al _ '' >Ai'cowe' .snap - +a
Pump '! Ili IDUm Rinp) Con, ]N PVC Wbt.r Swrk. Iloee BlD w �O2` N `
,1 3/e"Pvc wars Ssrwc.to 3-1c.LM. a Fee tp C•M.al emlmng S.rria.L.Ine /. L) r4� 1 k i
h
_.Union A'.11'a;l Control Bldg.IMln 65'Gantt t - -.� � _ _ .,N,.pp ❑ El HILHt••r•
a L A l " Sn°p -IT
A/4"RabDer a".._' Try P°:nP 'tn wy.snyno �Yr�poi s�F s�F AS CONSTRUCTED AUGUST 1989
Has. "-' IR gc " .y ^„ -Greece rum Stop 1
_Carpet.P110" ,Ori.eal lCu:L 51op1
12N 12'.30) I ��r r �„Mpe� R*d F,— a � S/S/G Engineering & Surveying
'a o = r _ \ ( Hass Sib
` Bippor1 TI BOZEMAN, MONTANA
A - -
° , ELEV.•498400 '8410M P—.
\Tranemnt.r p P 'u
1 WATER SYSTEM IMPROVEMENTS
II. A
LYMAN CREEK
SEE DETAIL A
BOZEMAN, MONTANA
- R"Mn 3A"W°.h.aR°ek PLAN DETAIL "Aft
DETAIL IIB" nn Comaocted Sub 6... _
SCALE, i•z' SCALE' 3/4"•i-o" METERING AND DRAWN n. GRM DATE 2/5/BB
a SCALE' 3/47= 1'-0" CONTROL PANEL CHECKED 9Y MISCELLANEOUS DETAILS REVISED 21,111188
a ( THIS SHEET ) APPROVED 221/88,10/24/98"
i SCALE: AS SHOWN PROD. NO. BS-511 SHEET a OF 14
Yr
Exislina 4"Thick Exietiv 4 Thick Asphalt Shingled
Concrete Roof "Concrete Roof %Moral Flashing Roof
.• -�- - .In
e
Asp
phalt Shingled
- _ FlaFlashing^ Ro f
_ /Lunar
t I".4"fal
u a CONTROL HOUSE C 1< --
f NOTE In.ral116 k16 i6 DIPheB from CONCRETE WALL ^ rT •'+1y8"Plywood - -
U D-verkl an Structure for Air Relief Volvo x 5olf it
Q Sr f all re.Sea Air R.I'oo Valve Srruc Nra 'I Np -
r Q H Dera l lh•SMeI. 2 S I iI Hopper w/Hol
z;z's r«n
.��// (Lid
'
Hliiged LW - to•- -
Aft Plywood
L.:� _ ____ __ SMI 9 _
o �. ..
6" _ 3_4" __ �6 L
I 3-0"a fi "
Graz(ryP) I 2-
-- I --Houow Me+al Doo.e 14 2aa spelt I
Supw(3ea) 2x4 Framework
I w p '1 - (TYDical)w/Batt
1 �•jj VolumalncSIP V2"Eaten r PlYwaad �' I I `.ea erric Ineulalion front
—I_—L. Feeder s Sid ng(TYP cal)w/Batt L II {.�—16"—�'1 I and Doth a des
I Insular ion front and
-_ both aides , - III (T D ca"Frame _ -\
14 Bare.112"0 G. Vibrotor '
Both Ways Io"may �� ♦ i I 4
�% EP I METAL I _ _ Mechanical I II
3 I 24"x 21' 1 i - M7 I '
8-4
'I \-
4 tP INSULATED I 'II ___24-Oa6 6"
/Jr" I I D.C.Variubl. I III Exterior Doors /2'Exrerior. Plriood
TI 0 HINGED COVER
r P Speeddivs II Siding I Typical)
B. qP?000I 1 Diuol ving- -
TanX y P I'�IIII II Portable Wood
lg ¢'-a. I 'ill Plotform
N -- --L —uVz——T Floor=ng can<. a _la cant.
+ -----
Stop Log _ h ',I'.d A, _ 7C
Stole . e t"' '� - -^. f
24"Slide 4 ° n n .A-_, S4 A b j I-ta Bar Conllnoowl YD
GaN 4
S REDWOOD STOP LOGS Solid MNaI _ _ YP°i •l `IOa10"WWM --P -- ;.� T 1
Q, _ 4
4 L•et . --/4.@. �IO xIOWWM.
2 a B"a 3'-4" Bottom - - "a l M.NI 4 2 pn- `#SSYf' _12"C.Min Yd Grovel an �e•
31/2 4'1 2 ) 1
- s.- — - C mpocted Sub Bate -�
�Ci Gravel a,
�- - - Compaclatl Sub-Base
MON>m Support a
3 6' -Snen to,PGsltluning-
Each Side
PLAN HOPPER LOADING SHELTER a
SCALE 3/4"=1'-0"
VOLUMETRIC FEEDER
SCALE! 3/4'=1'-O"
SEE SHEET 6 OF 94
Top of Srractar.i
�Eaponded Metal Grate /Loss,than Top of Dike a
Hot.,in Support a Screen r
lot,Positioning-Each Side DOYIi�+End of Pipe 4 poet
Toe of Fill Slpe 1}
Standard Ring B Cwer-
el
M.H.Inaaloring Cover I/2 GSP R—r Bend-rarnto
r" - 1".I"G.Ivonited Metal Screen / / °� Y I I �1 3 -side and Screen open end.Open
6 REDWOOD 3Vukt 2-k 4'12 sa,1-Conrrocror Ni W A I o end of relief pipe shall be at
lo adj both kcreen.for raising W I least 12"above ulstlnq grountl-
STOP LOGS I B lowering fall length. p I LL I j --
2"xe a3=
4" Ir a Emergency - — - - c
Sp111way
Exi.fing Ground
w4 Extend End.of -
Bors a112"OC.
Both I r F Disk h ECatch
nd
Woye 2_'I _z:I Volvo e l - I Di Wide
L Sipe Slops Valve w/Bu��Q (Each End) +
I ( a I Dlk.
- V y`
Sear Roe to
�n
^ -
2.5 �+dp'"C,MP. I I I / Wail 4PIape.
6 D1P
CREEK BANK Standard M.H.
_ �I \ Sfps-12'OC
14-
I _ (TYPieal)� 71 ,
fl I j V2"olvonlced
I Q( a
I 24psna.Gat. 8 Shost Pp.
1 Z IoI Apco 153 Cfi /.
IIo Relief�ollvvs
J F� I / L6!'DI.Pt,Tansrri9worM,,n- '6 Y pport Art RelefVC Gat. Strop and sane wlwtearea
Connect to Newl6'k I6'a I6'Tu blw\ to Base of Manhole
an Trankmikean Main
LJ ^I "Drain la Dayl Ito
4post DIVERSION
_ J J • Slop.-I%Min.
Daylight End of Pips A f
m Toe of Fill Slops STRUCTURE Y^ r
1 90pa
Solid Metal -4B Did-- _
Botom-IB'.3'-6" I NO S APLArLE SUN T�j „r
8' ~-il AIR RELIEF VALVE -AL
STRUCTURE
STRUCTURE G .si' '
NO SCALE
ELEVATION E—g-ly SpOlrar 'p Df Dike STRUCTURE DI VERSION
_
SCALE; 3/a'"=i-o' era wle.l � SEE SHEET 13 OF 14 Nil,
Ei.tlhig AS CONSTRUCTED AUGUST 1969
100 CY of Moon Dip. ----'-� Gnpand LYMAN
sPill..y r /
Rip inpon S/ /G Engineering Surveying
nwar 40' GREEN /
DIVERSION STRUCTURE BOZEMAN, MONTANA
Pond E.covclion For S....
Sink old in Field
SEE SHEET 13 OF 14
W"D.I.P.Drakt WATER SYSTEM IMPROVEMENTS
Dorn Line
LYMAN CREEK
ELEVATION BOZEMAN, MONTANA
NO SCALE
DIVERSION DIKE DRAWN nGRM DATE 3/9/66
_ OMCI(ED n r,, MISCELLANEOUS DETAILS REVISED 4/22/88
Lz
SEE SHEET 13 OF 14 A^ROD
SHEET?OF
SCALE: AS SHOWN PROD. NO. 66-e11 14
A/4Pressure Gauge from 1/2'Reba,Restraints(Trp.)
"Tap B Corp.ITyp.l(3ea 1
NEW Ifi'CLASS 52 9 a ra a. NEW 18'CLASS 52
Compacted Regular D.I.P.WATER LIJE- �- 4 MIN.6.3?COVEFER E-
Baekflll MIN.It COVEI; r BPren a CancnN 7q
I6'.8"R a Sae"a4' q e Gaki a8a4"TN
Existing Ground M J. To
RW r�Vanes Pod
I II I
I
1 a t FL OW I b III 0 1 1 °Q j Oo O° I �-FLOW
Type n1031 1 v v
t _
I14 Vowum Art Rake(- 8 1! B FI Cqu li / 4 Spool- `
1 Spoo angel D rp d 16i8"Rsducer
/ \/ )II `, 3�-O�For B4GA-61VWIve I-B'Spool _.\ lTypl
X\ f x /X- Conc.PodJ I �oDNrlRsatrairotl) MJ rq
\ Tr�neh 1 • 4"90°SaM- �40ap,,(Rlq axiedl �
Eltooegllon
X \� GA V`c-A um Am Relict/- -4 Tee
u \� \� \ �{ --GA-AR/V 4 '' I I I 9
X� 4"GaN -4 Go to Valve
V �\ \ � / Valve I OO `_'/
u 4'Flanged Coupl nq 4 Presaura RN'rof Mlve
/ \ / \/ Adapter(Restrained) �+^c__ Relief Pressure lO P51
Ih BMtan'U/Solt / \ h _Typical TreMA Pod CO7 AAave Static
/ Miabn-Gampacted� \/ Euovotion-SM\ IIII �, I Preaure
StpMord DwglnR BY PASS/
V\ /� �\ Ni DRAIN LINE 4 Spool -4"Ga NVa Ne
/1WTER / 4'GoN Valve
x /\ 1 PIPIJ E
I il)� II _ "x ypca a soae.na aT At Wall
e
\ / step_
c n./ 1 OdFlpu(R:tegllneit) •ot Sore of 18'o.c.
Rob woye
X
N TE Conhacta Place Vault On 12'Of 2"Minus Gravel
5 Insulated Wood Panel Covers 1Enime Floor Area)On Compacted Sub Box
\// 3'-O"Sol..Tres h E"'"In" \ w/Handles for easy removal
X Into UndisiwWd Soil Orb .dro,e }
/�
NOTE; PRESSURES ON DOWNSTREAM SIDE OF PRESSURE
REDUCING VALVES TORE GET BY ENGINEER PRIOR
TO ORDERING BY CONTRACTOR.
PLAN
SCALE: 1/2"=I'-O" 4'DRAIN LINE(See PI -Prafilsa
far Lengb and Location)
FRONT VIEW PRESSURE REDUCING VAULT
SEE SHEETS 10 & 18 OF 14
ench
Existing bound Type"A'Tr
Bockfill
24"Dio.Reinforced _Grout
IE �1 Concrete Pips (Typ.)
I"So.Screened outlet
Slope b " a O tset �w/Stainless Steel Barb
Creek rJ
`--Top cf Digs
yiI Bentonile/Sal
IIIL-' Mixture-Compacted
"AEI I
WATER PIPE 7&9 Equally Space Cut Off Wall
a...een Plpe Joints PLAN
NOTE CONTRACTOR TO LOCATE EXISTING SCALE' I/2"=I'-O"
18'a12'a12'TEE.SAWCUTASOUARE
EDGE ON EX.18'A.C,PIPE WITHIN
8 OF TEE FOR CONNECTION TO NEW
Trench Floor 16"D.I.P.
.II
Pipe Baddinq-Hand -31'I 1 ;li 24'D'w.Rein-0
ConcrNs Pp
Tamp B Compo<t New Ifi D.a.P. Ditch Cut at 31
Into
di,t Tod S Euoved on Nee, L Sbpe tot at 34At Grout p
Into Unalsturad Soil or Bedrock PE a cL ylar AI t uphill to
Ie'a I6' p gnmen
Plain End Reducer naked in a,an from 4"QRlat
Eaislirp IB"AC �D P sa'ef nq 12 A.C.Pipe -
NbNrLMs // -
Ili. �- -T�Ilt
Wlio'
Ca�Doction As Specified -"--' - from Press—
Reducing VaPracml Courste
IBCoaplinq Ifi Spool 16"111/4a Bsna WahrnLMsltoC� 2'Minus nl 8eddug�iSa'Bottom
SIDE VIEW Adapts, D.1.F F-PE ater hnea, 8e
6'-- ELEVATION
8 SCALE: 1/2 l'-O" TMha
oo
N DRAIN OUTLET `* GERALOM:r.s.
BENTONITE / SOIL CUT OFF WALL o `
35y.L
NO SCALE PIPE CONNECTION SEE SHEETS 10 E>12 OF 14
( BUILD i PER 600 L.F. AS STAKED IN FIELD) STATION 0+00
i AS CONSTRUCTED AUGUST1989
SEE SHEET 9 OF 14 S/S/G Engineering & Surveying
BOZEMAN, MONTANA
*fi WATER SYSTEM IMPROVEMENTS
LYMAN CREEK
l\ BOZEMAN, MONTANA
DRAWN BY I-EtA DATE 2/4/88
CINCHED BY WATER SUPPLY LINE DETAILS REVISED ZAI/88
APPROVED <t 3/2/88 weya8Fv
F I
! `!. SCALE: AS SHOWN PROJ. NO. 86-511 SHEET 8 OF 14
2
I
00
� Y
" -
a� sia
ym < o
3035 5060
5070
3063'__ - _ _ - - - 3075 OBO —1-
3030 ar 3083
5045
anlrac�for To Remore Fence Tempprpri --
B Replace Aft Inetallalion.
5033 A.C.W.f.,:-A- - -�__ - _ --� -�- it - Deflect Pipe Joint. 3070
o N27-�4215 -rro0 3f338A.:Bt31 An ��E rO� r,,.n..d. -`90
38454 -- e
5030 27.31'21"E a+oo - - - anoo N26.2 A'29°3300"E o ° reed
o.00 \ �_
3 s.00 s.ean ..00 s.00 N24°48'51°E � 00 Ez.4s e.00 75 *s.00 ioroo
so15 �_- N39.445 ----
comew ro E.iefiny le' N ' 39Z92 ,eo.0 lz.00 49.36
SOTO -See SAnt - !' N2a•/3 0 "E• 2 3033
Bof 12 far oWNon 16 Clan 52 D.I.P.Walerlre--
—aLQQ
notion ie Approc.;L6--
c-f'
30/3 Feipltaabry Eaewut by Ifi•Clan 32 DLP Wafirliu __-
5010 -
5003
+ -30T3
NOTES
I ALL EXCAVATION TO BE TYPE 1-TYPE W BACKFILL
S CA L E� 2 PIPE TO BE LAID WITH A POSITIVE SLOPE (Min I'oe,1000)
3 DEPTH OF COVER VARIES 6.0'TO S'
PLAN: I"=501 4 CONTRACTOR TO PLACE A 4"DIA.STEEL POST,B'LONG
(S BURY)AT HORZ.WATER MAIN BENDS(20'OFFSET LEFT)
PROFILE: IV4°To45°
S SURFACE RESTORATION CONTRACTOR TO RESTORE
DISTURBED AREA FROM STA.HORIZ.: ID=50' CONTOUR-RESEED TOO ORAS9 DO 10 9+00 TO ORIGINAL
VERT: I"=5'
- +
- - — - - - 3U0 E 7 1) - - - -
1f--. +aO D 51 .-1 3 —_
- - - — - - -
-
I __—
_- -- - Ee tiq Is 6000 89
A. Water Lr s
S/S/G Engineering 8 Surveying
-- -- - -- - - - - - &- - - - - o - OZEMAN, MONTANA
- - - _ _ -_ - _ SYSTEM IMPROVEMENTS
WATER STEM
- _. -_-_ -- _ - - � � ----- - - - - -- - - — - - - -- - -- - -- - -- - — - LYMAN CREEK
- �N _- - _ - - -- -- BOZEMA MONTANA
4 N,
02.vm ��'�'- WATER SUPPLY LINE DAtt z/S/BB
049XS)w-S— PLAN/PROFILE ammo s/11/e8
AP►wvEo-li— STATION 0+00 TO 13+00 10/24/88"
SCALE: AS SHOWN ►ROJ.NQ 86-511 SHEET 9 OF 14
1 A -
\2
I G \
p0
o
O m
o 5100 5105
-90 o o 5095
SOBS
N 31° TEST PIT-2/25/f18
�� B, I6"Gloss 52 D I P 0'-W Silly Loam, ry
oferliae 4'-8' Silty Sand,Dry SOAR
NO°40 8'- Silty Clay,Moist SOBO ROAD
SOTS /i6, Tee 86L SDIr3
5070 1 4S 00 E N19°15,00 F (` ��-
25 5073 150 ie.e\
-�- - 3070 - to W
5063 a
4PP DIRZ N1 �12 E
I e.o Nr9°SO oO E a 4.4
599.32
3.00 - RESFRYOrR r°00
sOSs 11 i0° 4653E °
Pre a Redada
3030 N280.T35•'E le oo H.a°wI° Fc.P,oa o 4for Shaft
F IS -8 it
L.F.4 DrW,Llae
5040
REEK
So35
N,PN l Drain sau<f -see
,N Shoat 8 of 14 for tail
LYM
CREEK
pb
O
NOTESr
SCALE
I ALL EXCAVATION TO BE TYPE I-TYPE'A'8ACKFILL
2 PIPE TO BE LAID WITH APOSITIVE SLOPE(W,IPer1000) PLAN: III=50'
3 DEPTH OF COVER VARIES 6.0'TO 8'
4 CONTRACTOR TO PLACE A 4"DIA.STEEL POST,8'LONG PROFILE'
(3 BURY)AT HORZ,WATER MAIN BENDS(20�OFFSET)-
uw•TO45° HORIZ.: I°=501
5 SURFACE RESTORATION CONTRACTOR TO RESTORE
CONTOUR DISTURBED AREA FROM STA.RESEED TO GRASg 00 TD B+00 TO ORIGINAL V E R T.: III=51
12+00 13+00 14+00 15+00 16+00 17+00 18 00 19 00 20 00 2 00 22 00 23 0
- ---- --- 340 F 16 D.IvP W --- .. _--
- -- - +06 Td 450 - - - -- a I o 2 -
8 TA
- - - - - - *
c m 8 - - - - - -- - -
8{ - — - - - -
O
- - - - - -
- L
- — _
70p
- _ ___ _
' —. —
1 m - - - - n B - d$ f AU -
- -- — - --- r - - -
- - _ - - _ S/S/G Engineering 8 Surveying
BOZEMAN, MONTANA
WATER SYSTEM IMPROVEMENTS
- - — _ - LYMAN CREEK
BOZEMAN, MONTANA
-- --� - DEAWN n WATER SUPPLY LINE
0*CKW Wsa- PLAN/PROFILE REVISED 3/Z/88
APPIOVID STATION 13+00 TO 25+00 a/za/es'
SCALE: AS SHOWN ►ROJ, NQ 86-5I I SHEET Io OF is
1
At'l:N)G
�� 3223 3170 �� SY�O
JY/3
\ 5 l0
3/95 5200
5 E 5 3190
5180 { 0
3/!ID 5175 pp \ GRPJES E O
a TORS
3/33 S/a0 rWo TEST -n si" ,Dry
200 �I/2 MAP! TuOe
50 p \
5140 JM3
T PII_2/25 BB DrY D
T \
E�p.n Silt loam, .
11/2 , TuD
5ll3 �— 2/2 ifor ,B
5J0 _ Op SApeWl Ty.00 I6"C laax 52 D. 7',7•e'
Prel i 1>ia wmerrn• 3 `pia
O.j_5 SHIY Gr xA o - a$
3125 �_ y_B W.1 Sd1Y ObY OpP EL ROAD'' -- --
-
5/20 A D.
x
\ � 9
5110 J-- 5/BB N30.08 NB6°23'16'"
0 Zg"E ���
x.'oo \ \
m w/5% zT.oo 1306.78 \
5105 akp ,OrY Gfk 35/.00
xa•oo
°rty 5p15
3230
L�
•? e.�
NOTES SCALE
0
I ALL EXCAVATION TO BE TYPE 1-TYPE'A'BACKFILL 1p�
2 PI PE TO8EL AID WITHAPOSITIVES LOPE IMmI'Pe,ID00) PLAN: II1=501
S DEPTH OF COVER VARIES 6.0'TO S' PROFILE:
4 CONTRACTOR TO PLACE A<"CIA.STEEL POST,B'LONG 3100- R\
IAT HORZ.WATER MAIN BENDS 120 OFFSET I-
II%{°TO L HORIZ I11=501 J`to
VERT: I11=5'
522
25+00 26+00 27+00 26+00 29+00 30+00 31+00 32+00 33+00 34+00 3 +00
-- - - L61 .IS .E 16 PAP ated -- —
- - 985 To- I
-- - - - - -
- _
51P
5115 - -- - —
- - -
5110 t / - -- - - - - - - -
- - Cb D.I.P.
Lm Min. `
_ A R
kftl
f - - -- _ - - - -- - -- — - = -CO T Tf A
.D•CDV
S/S/G Engineering 8 Surveying
-- - - - -- - - — — - BOZEMAN, MONTANA
I - - - - _ - _ - - - WATER SYSTEM IMPROVEMENTS
51
- - - - - - --- - - -- - - - --- - - _ _ _ LYMAN CREEK
-- - - -- - BOZEMAN, MONTANA
24+ -- -
- - - — - - - - - -- - 9111MN11 N WATER SUPPLY LINE DAIa 2/5/88
0K N Uz PLAN/PROFILE a[vtS&o 3/3/88
k ANlidgD '_ STATION 25+00 TO 41+00 i012°%ISF"
9CMt AS SHOWN (/ROJ,NQ 86-511 SWEET11OF 14
I �
r m
+ 5300
< 5793 4 m
A 3283 31 5305 w i
a 32P0 \ �+
53/5
rd' w a 3270 33/O\ 5 5330\`` 533
00"E
2 5260 5265 - R A ... 500 '
+' +y •s I Ifi�tbss 52 DI.P Welerline �
No
4 m A, a 286•7 NeW Arrees Rood
'�SJ /20.00 • \y See Typ Sect-Tm Sneel
41-0
o \
Pressure Reducmy Voull-
°t 1, N B. See SMaI 8 of 14 for 0.1ad
v > //9.00 4 �Z \ �
33
•J\27• KL.F.12"C.MP.- S3 3383
.w CP Dro.F.rai10, -W 1.0'Sap. r, 53A5 53 5375 ......
_
�x
/` J0 \ 5540—_ '�'-.333 060 336' -
3` o0
£� J21J v Or Structure- \\ \ ?�.-- -e•.00 - 4714,Z
o�4 rp1 s.. ..eaorla
'I - — - — .I
33W
33/0--
J
I 5320——
it
Uroun o i O d
2�oOu1 f
w
i Gravel
NOTES'
ACCESS ROAD X-SECTION SCALE: I ALLEXCAVATION TO BE TYPE I-TYPEW BACKFILL
N)SCALE PLAN: 111-501 2 PIPE TO BE LAID WITH A POSITIVE SLOPE I—I"per 1000)
3 DEPTH OF COVER VARIES 6.0 TO B' ,
aCONTRACTOR PROFILE: (J BURT)AT HORZ.WATER MAAIN BENDS(20 OFFSET)-
11/4'TO 45'
HORIZ.: I"=501
VERT.: I°=5'
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+0 5 00 54+00 5+0
3 8 LT 16 D.P,WD1 r Lln - 441 ' ... 1. _-- -
0 T4 434r, -_ ----- - -$ tt . -45_ R.67 ----_ -- - -- So 45 48.6 Toff +17 r -
1 -- -- _- — --- - -- - - - - 1 / -- — - - - -- - - --
as
52T - - — -IF - -- 6
-
LW-
-
- Es-tire➢8r Ad
! Yin E finer
- -- - - —.. __ - _- _- _ -_- - - __- - -_- rr➢D — — I G ou
52
- - ---
- -
Will me".
m - - - - — - - - s - - - -
.
m
- e
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- - - - - - - S/S/G Engineering a Surveying
BOZEMAN, MONTANA
52315
- WATER SYSTEM IMPROVEMENTS
- _ -
-- -- -- - - - - LYMAN CREEK
-77
_ - - - u - --- - - --
- -- BOZEMAN, MONTANA
A",9
-- .,tee - - - --- -- -- -
77 - ORAWN BY - WATER SUPPLY LINE DATE 2/8/86
CHIC=Iw_ PLAN/PROFILE REVISED L23 1012
of-= II em
AlgpVW d STATION 41+00 TO 56+00
m SCALE: AS SHOWN PROD.NIOI 86-511 SHEET12OF 14
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5405 \
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5410 54"
54r5 CREEK
Ed A—.Rose
3420 5475 NOTT
ES
Voeuum Air Relief
Z.B Skeo% 1 ALL EXCAVATION TO BE TYPE 1-TYPE'A'BACKFILL
See of le
fa D.1.11 SCALE 2 PIPE TO BE LAID WITH A POSITIVE SLOPE(M-I'-1000)
elell H
3 DEPTH OF COVER VARIES 6.0 TO B
PL/tM N III=50' 4 CONTRACTOR TO PLACE A 4°DIA STEEL POST,B'LONG
(3 BURY)AT HORZ.WATER MAIN BEND$(20'OFFSET)-
PROFILE I1v4^TO45e
HORIZ. III=501
VERT: III=51
56+ 7+ 0 58+ 0 59 00 64T4 — — — — — — — —
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BOZEMAN, MONTANA
- - - - - - - - - WATER SYSTEM IMPROVEMENTS
- - - - - -- - - -- - -- STEM
- - - -- - - — - — LYMAN CREEK
-- -- BOZEMAN, MONTANA
-- -- ORAWN n'_7 c_ WATER SUPPLY LINE DATE 2/6/66
N 041O(I®w G' PLAN/PROFILE REVISED 3/3/66
APINSIMO STATION 56+00 TO 61+00 ve$'
SCALE. AS SHOWN PROD.Na 86-511 SHEET13OF I4
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-—--
EXISTING I I
BUILDING
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/ ul 'F7 m E:Isnna lo'WmvUlr 1_— Booster Station Improvements
I. New IS'Bwany mlve,etc
FLOW lil 41
2 New Pump cantrd valves(3e0,e'c
ABOVE GROUND 3.New Ness—ReDUC'inq valves(2,.),stc
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VALVE LOCATIONS
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Wmsr Line j 7
TO DISTRIBUTION I (�� L— __----- l—_-. _ _-- ---- — —_— --��.� L� --�
_L III III II III — — III — III II III
AI— III` III III - FLOW III III ��FROM LYMAN CREEK RESERVIOR—
SYSTEM III III III
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REMOVE AND REPLACE EX.I6"GATE
VALVE r/NEW 18'BUTTERFLY VALVE
PLAN AND BOX
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NO SCALE off' �A4"Jw"F'G�Jpy+ '`ryh
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NEW 4"PUMP I' 111 EXI SING
CONTROL VALVE 4PtIMP
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lstospoolrNcn Eyttllg °`°' INSTALL SPACERS AS OrD
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6S NEW 6 PUMP EXISTING
WNNTyP.) CONTROL VALVE fi�PUMP �0
(TYPICAL 2 PLACES)
LALD/H.
Existing eieie"Tw G GAS7
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INSTALL SPACERS AS REQr *4:SjOrys '
Now B"6PaD1 N°e.a uMuvv:a"..
GNI,AL l
S.F
Spool EM.N.9 e" I.
Rei"ieecing w ��0°^.=d ce Sol V.N. AS CONSTRUCTED AUGUST 1989
I RsslrgNstl) S1onA I
EXISTING FLOOR I
-- --- r -. �, PUMP CONTROL SISIG Engineering & Surveying
BOZEMAN, MONTANA
VALVE INSTALLATION el
NO SCALE WATER SYSTEM IMPROVEMENTS
SECTION A—A LYMAN CREEK
BOZEMAN, MONTANA
NO SCALE
DRAWN RY GEj'- NORTH SIDE DATE 2/17/e8
CHIMED OF s" BOOSTER STATION REVISED 4/22/68
AnIEweD- IMPROVEMENTS _
i
" SCAtf.I AS SHOWN PROD. NO. 86-511 SHEET 14 OF 14
I 1