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STATE PROJECT NO. SHEET m m
MONTANA STPU 1202(3) n a
o p
INSTALL B'X6'VYE,19.6 LF p
B'SDR 35.B'X6' VYE,15 LF
6'SDR 35,CONNECT TD Ex,
N N
6'SERVICE,MATCH E%.GRADE O O
N V
Z
CL STA 44+00 O
SS STA.4+86.5 a 5
INSTALL 15"X 4"WYE
STA.41,26 INSTALL 15-X6' 28.75 LF SOR 35(ASBLT.) p p w
CL STA.39+75.42 SADDLE.11 LF 6' SDR 35, INSTALL MDT NON-SHRINK BACKFILL AND RECONNECT E%. 4'SERNCE 0 W
RE-CONNECT EX. SERVICE FROM STA.41+7
e SS STA.0+35 3.3 TO 42.60
INSTALL CITY OF BOZEMAN 6'SCH.40 - ASBLT.
STANDARD MANHOLE W W
RIM EL.-4763.DO CL STA.44+66.35 ¢ Of
15'INV.4754.49 ASBLT. SS STA 5+255 27.5'LT.CL STA 48+03.37
8'INV.4755.05 ASBLT, INSTALL qTY OF BOZEMAN INSTALL 337.6 LF 15'0 SDR 35 PVC SS STA.8+63.1
STANDARD MANMIXf [SANITARY SEWER-5=261R EXISTING SEWER MANHOLE 2
RIM EL-4756.81 RIM EL=4748.23 ASBLT.
15"INV.4748.40 ASBLT. 47+ 95,SS STA.8+ 18•INV, S)-4739.55 ASBLT. wq
+, r Z 8'INV.4748.85 ASBLT. RECONN ISTING VER 15'INV.((W)_4739.62 ASBLT. G
Cn + In SERVILE.USE PVC VYE 18'INV.(N 4739.t0 ASBLT.
M + n D s 0'- 0 AND 6' 9BppYY8 BEL PLING )' I O WO
(71
M + FZ8-A_/ -I TD T)NNECT SERVICE
CONNECT TO EXISTING 15'SEWER d 40+�, 41+00 O, t 2+00 oc'iccA`T°A Km.lie W
INSTALL 35 LF 15'0 SDR 35 PVC ( ") -A LT Ian " CONNECT TO Ewsnrlc)e• GRAPHIC SCALE
SANITARY SEWER,5-0.69R - s- �"'�� - I_ 4 00 SEWER d INSTALL 6 LF 18" z a a FS O F
-- 0 SDR 35 PVC W NEOPRENE z
COULDER CPLR.MATCH EXIST. °0 ° 1p0 s0 s
v �`- _ 45+00 . GRADE-(AS APPR.BY C.O.B.) a a N u
CL STA 39 a 97 15 IN M axnva- `°°' _ H:C^�°=g W,` - m
SS STA 0+58 415A pt71 F+r .I __ _ 47+00 h
INSTALL T EX. VYE AND AG54 •asla• - -- -#_ _____-. ___-_ 0.. w_ 0 1 Inc = It } wfr r>
a �awoz
RECONNECT EX 4'SERVICE.
CONTRACTOR TO VERIFY we-NwsaO O z<
ACTIVE SERVICE.
os OAK STREET SCALE:
,�",�►• �� PLAN: 1"=50' x<�o
CONNECT TO EXISTING 8'SEWER d CONTRACTOR TO REMOVE EXISTING CL STA.47+86.SS STA.INSTALL PROFILE: r� A w
CONTRACTOR TO REMOVE EXISTING 00 QP INSTALL 13.6 LF 8.0 SDR 35 PVC MANHOLE-CONC.PLUG TO E.d W. 15'%4'WYE W/4'ENOCAP HORIZ. 1"=50' S cn z w z z j
MANHOLE-PLUG TO EAST III WEST SANITARY SEWER,S-3.68%(ASBLT.); CL STA.44+61 d STA.44+79(ASBLT.) VERT. 1"=10'
INV.EL-4748.35(ASBLT.)
[BEA
NG WATER MAIN TO NS7ALL 490.5 LF 150 SDR 35 PVC
ANDfINEDB22CT STPU 1202(3) CL STA 43+70
SS STA.0+83.5 SS STA 4+3650 IN.
INSTALL IS'%4' VYE INSTALL IS'XI' VYE AND 26 LF 4 NOTES: LEGEND: „ i • .S
AN➢39 LF DF 4'SDR SDR 33 PVC.(ASBLT.) ,NZ 6'6
35 PVC.Si9gIGH7 1. All Construction work on this project shall be completed in '�` P
GRADE FROM END OF accordance with Montano Public Work Standard Specification, M=WATER VALVE ��q
Y m.`I'4;:W
SERVICE-(ASBLT.) Third Edition, October, 1988, with Addendum No.t August, 1991 �=FIRE HYDRANT
Q NOTE: and City of Bozemon modifications and special conditions ,P9'••...•• �a
incorporated into MDOT project No. STPU 1202 (3). ®=MONITOR WELL OF E o
.�� SEWER SERVICE LINES O S.S. STA. 0+05, STA. 0+83.5, uil `
SEWER MANHOLE
STA. 4+36.5, STA. 8+55. AND SERVICE WEST OF MIA. Nt =
'-� 2. The Contractor shall be responsible for checking with the
CANNOT BE CONNECTED TO NEW SS MAIN UNTIL TESTING k ®=STORM DRAIN MANHOLE
ownersunderground
TYING HAS BEEN COMPLETED AND NEW MAIN HAS BEEN of utilities such as power, telephone, WW=STORM DRAIN INLET
+ INN ACCEPTEDD BY C.O.B. cable and gas companies as to the location of their underground
. '" 0 ,o
A7ss2oToes. The Contractor is solely responsbile for any damage - -=WATER MAIN „In„
W`X
done to these installations due to failure to locate them or ---0---=WATER MAIN TO BE ABANDON wzr �m
to properly protect them when their location is known. _w-=PROPOSED SEWER MAIN Z a j mo o n nN
n
In
3. Existing improvements including sewer, water, storm sewer - =NATURAL GAS „ d coum),�.�
and landscape improvements based upon a topographic survey rz. =TELEPHONE a u o
performed by Morrison-Maierle on March 28, 1994. All other r
=EXISTING SEWER MAIN
features, existing and proposed, based upon "Oak Street m cc 0 V
Improvement Plans", MDOT Project No. STPU 1202 (3). =PROPOSED CURB ALIGNMENT
Na
BENCHMARK DATA:
4, All conne w to existing PVC Halos 8 services shall in BENCHMARK DATA IS BASED ON A STAMPED
Noaccomplished'Co with 1JYES and DOUBLE BELL closure couplings.
No 'Cnulder' couplings or sIWIUnr devices shall be per- BONNET NUT ON AFIRE HYDRANT AT THE CORNER
OAK STREET SEWER Witted. EXCEPTION- (SEE STA 0+00- AS APPR C.o.B) U.S.G.S. ELEVF OAK E 4 62.10 USEDE IN THESE PLANS)
STATION 39+75.42 TO STATION 49+00 CITY DATUM=4746.66 (FOR COMPARISON ONLY) � -1
11
y
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00
EE
- „K^'m a •- Y-. V,0 NON Yi rn i
„ - {IMITS OF'MDOT -I xa k'a lit oz '�, e''r3 Q
4770 - - _ - _ _ '^ - -NON-SHRINKa;� 4770 Q
Ex15T1 `OF DE n b
m� o + 7>
4760 i o I - _ a :m { 476071-
Wwx w II �^+
rQ-I
35 LF 15' SR 35 I NISHED GRADE v^�
PVC. S=B68r 53 i
c r_,
4750 - _ 4700 [+4
9
M „
+ w
4740 Nit SSW s u� 4740
W + � ako
4730 4730
PROJECT NO.
w n rn o v) to m o m m .n m n m m m
417 023 040 0310
SHEET NUMBER 2/2.10
40+00 41+00 44
10+w 43I-W +00 0+00 4H1+00 47+00 48+00 49+00