HomeMy WebLinkAboutSouth Side Concrete Tank By-Pass N TR CTI N RAWIN
GS
FOR
SOUTH I E CONCRETE TANK BY= PASS
CITY O F BOZEMAN MT
fT0 BOZEMAN
SOURDOUGH RIDGE _
74 19 �1 20
Is
SOUTH 3o' ICI
INDEX �AVENDE M_
SHEET NO. DESCRIPTION
I PLAN
�I SfD
2 DETAILS
R
T
IE�Ip `
! GAS TON ENGINEERING 8 SURVEY/NG
-onswhng En9—e,and wand Su—,— 25 GOLDENSTEIN ROAD 30 �_�
201 N 961 —.—__ _. - __2010 No 7m ove
Bozeman,MT 597151406I586-0588(406)586.0589 FaF NumberBLpW
W
I I
HnZE.MAA-
a
G CREEx
—N-
36 31 r ;
i
I
i I
o I TO wnTER 32
11 TREATMENT GLAN1
F
a
PROJECT NO.89-555-
SCALE:
P I" = 30' HORIZ,
_ C = 5' VERT.
ri GRAVEL ROAD T — — -'
.-I J—
LOCKED GATE'
GATE TO BE SHUT 8 LOCKED -
. WHEV ER CONTRACTOR4S NOT ON SITE Q}QQ 0}60 I t2O I t$0_
X X
NOTE: t
ALL TAPPING POINTS, PIPE DEPTHS 9
PIPE ANGLES ARE TO BE FIELD
VERIFIED PRIOR TO LAYING ANY PIPE. t
i E$,GCltOUN OVERCWEST
24,'SUPPLY LINE ZISSUPPLY
- I t2 WATER AtN -
- THE 12�DRAIN OVERFLOW PIPE HAS A
p
- - CONSTANT FLOW IN IT THAT CANNOT �� 1
PIPE LOCA,I OVERFLOW ° LINE
12 DRAIN a V FLOW . ¢ I ° BE SHUT OFF. -
w r
THE 12" BY-PASS LINES MUST BE -
o COMPLETED AND IN OPERATION PRIOR I ---
o I 4 TYPEI 2 i - - - -
o.' TO THE REPLACEMENT OF THE 24"RCP. TRi
EXCA ATION
r-
12 IA.CL,SS 52 DU
CTIILE IR011 PIPE
o
• .� L I
0
0 ` y O
° l
Q CONTROL k yo° a - •., I __-
O POINT 2 z
TA PING TEE q
Q¢ $� 8 LVE - II _ m`• _ o —__
T
k - TAPPING TEE 6 - - r N
VALVE•S0� # n { mw I ooa o>
+00 O>Z R' 1 = >y W J
SO,'4END 1 a�w ¢ m w z
8.22.F2•BEND. - \ a z a Q z > w m i t z z z
z
P NFaQw m 2 z
pp NNO.- Up m z
mo
•�� .� 221F2°BENDS
. m
ao. o �. .
12'BY-PASS LINES
S;CENTER TO CENTER
.°,
I{ 0+501 w \ 12" BY
LINES
� � \ \ = =
W ' O I
3 TWIN .$�
I IRCH-. . g I o \�< B10�.-: \O OO �+ --
u c : a P-0 CHLORINATOR.. _
-_I o w : A A BUILOINO I
w �P F }f ION 0.70 EX.24•RCP
EX,24 WATERLINE. I ' VALVE VAULT EX. ROU AT
yrr $EE O�TAIL-OF 24"RCP
.P u'0 JI~ 'BM COCA T ION To 24 DIP ADAPTER
u 1¢ELFV. 0092 92 '\00' j
W P % TWO 24".I? TAPPING ,6001 -_--
TEES'a 12 TAPPING '' �?� REPLACE-70'OF EX. _ � I
pp VALV�S 24'RCP w/i09 OF \1- _ C NCRE E
i V LVE ULT
DUCTILE IRON PIPE -- •�-T r ---- - -
� O
CONCRETE VALVE VAULT(BREAK TY
OUT ROOF S SUFFICIENT SECTION '�• EX Z AS$5 DIP
- _-__ _
OF ENDS TO INSTALL PIPE) - --
. 0.' BACKFI LL WITH DIRT,SALVAGE
FITTINGS TO THE CITY j 4EPIPE
OF BOZEMAN. 1.-..'x."�
4 M.G. RESERVOIR
n .
0 a -
18•V.TP D.
+-r-
Iv Y --�
\. CONTROL N$ ( x a >, ,�i _- F�<•M _
'POINT I', I
4... , w ¢
0.
..\ „P•,OIO?eP •J OWz N J~ NON
V m N O¢O
o'I o,
o
s Js $$ `J 30 0 I 30 BO 90 GASBOZEA ENGINEERING1 T , aSURVEYING
ONT ANA/NG
c oa GRAPHIC SCALE I• 30' 2^11 R.C.P. REPLACEMENT WATER SYSTEM IMPROVEMENTS
R. o
SGUTTH RFiFRV"IR 9'fFASS
g ; IS' RCP CITY OF BOZEMAN, MONTANA
3 Oy DRAWN BY DATE I I �9G
CHEOXED BY PR PLAN REVISED 3/90
.o APPROVED
• SCALE: AS SHOWN PROJ. NO. 89-555-1 SHEET I OF 2
om Tun k
Cei,-for To Remove B Replace
Suff,cient Concrete Tell—
To BIOek Vdul Iv t
To Allow Conn ect,on To E. 90° �
Bend
e 2.0'R.C.P. .f-. 2.0'D.I.Pipe
I — class 51
12"a .-{ 1 D I P�l,ewill Be cos,
e o Embedded m RCP I loll,on�Troc ne 2n R C v e
p' V mm.er 12Tapping
u 0 A , Valve
_ 24' 1 Poe.so�ana
D - le"Tapping Tea
lo
E. 24•R C.P „r,. o' e I 24"Tapping Tee
v
.a
el
O
m
�•�Rernove Ea-24"R.CP a
x C.LP Filling
To Town
Ex.18"Waler Line ( 05e.D PRei forced
Con
e , ____ _._._ —. :.
OR
Ex 24 C I P - - STAf+00 Ex.24'Woter Line(30.10.O.D.Reinforced
Concrete Pipe)
an p - le' Topping Tee—
(, > (OR)24'�Topping Tee
°.4 /4'Sreel Seel,R, Ancno, 12"Tapping Volvo
/ welded Ta f, P,l,e
z4'RC R Bell.a�n 1 .y
24 RCP Is 24 I.D.W to 3"walls -�
o p'n
a - C�ncre to Tnr-
o Bloch(3.3.I.51
o_p
STA. 0+70
24"R.0 P Replacement o
24"R,C.P To 24"D I Pipe Adopter Detail
SECTION A-A
Connection To Ex.Cost Iron Pipe
STA.0+00
241 R.0 P Replacement
SECTION B-B & C-C
12"By-Puss Lines
GASTON ENGINEERING Q SURVEYING
SOZEMAN 8 BUTTE, MONTANA
WATER SYSTEM IMPROVEMENTS
SOUTH RESERVOIR BYPASS
CITY OF BOZEMAN, MONTANA
DRAW1 81 MLN
DATE 3-21.90
DETAILS REVISED 4-13-90
SCALE AS SHOWN PROJ. N0. 89-555-1 SHEET 2 OF 2