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I I DATA 14
P P 06/22723 � l`A,..... w*'�
STA 3+13 POSSIBLE CONNECTION - PROJECT#ENGINE-732 = ' .LIEN M. e
DT
VERIFY W/CITY SEWER DEPT I ��BOZEMAN" roA No.0GAM758PE \
STA 1+61 CONNECT TO STA 2+89 CONNECT TO STA 3+89,REMOVE EXIST.SSMH I " orated
EXISTING SERVICE LEFT EXISTING SERVICE LEFT INSTALL NEW 48"DIA.SSMH#3
STA 2+33 CONNECT FT STA 3+81 CONNECT TO RIM ELEV=4831.99
STA 0+99 CONNECT TO EXISTING SERVICE LEFT 8"INV OUT(E)=4825.24 \
EXISTING SERVICE LEFT
EXISTING SERVICE LEFT STA 1+88 CONNECT TO II o DRAWN BY:
EXISTING SERVICE LEFT / STA 3+61 CONNECT TO I r$, \�I CHECKED BY:
Ib
EXISTING SERVICE LEFT -,. I
/ 1 417 E STORY 413 ESTORY I / APPROVED BY:
( \ 425 ESTORY \ 4'VCP PIPE 4"VCP PIPE 409 ESTORY 605E STORY
62S E STORY X- 4"VGP PIPE d"VCP PIPE I �, DATE:
PIPE 4"VCP PIPE 421 E STORY
VVCP PIPE
I
_ -----��_c - --
u, R6 00 LEY t_� 0 U�+�60-- a--2-�- —2-. 0 0 3s0� ----------o- r - �3--- I F
o -- AL
`
—4832—�' dH0 H tlH0 VJ
STA 0+28,11.6'LEFT
CONNECT TO EXISTING d 0 0 dH0/ dH�✓ ;74180GERT PL /,8"VCP SEWER MAIN W/FERCO 0 'VCP PIPE doe SOGERT PL ) I O
STRONG-BACK COUPLING/dN STA 0+67 4'VCP PIPE J I ( C4
INV.ELEV=4824.07 \ INSTALL NEW 48"DIA.SSMH#2 41e ZERT PL
4"VGP PIPE (;• ( r'
RIM ELEV=4831.69(MATCH FG SIDEWALK) (^ ( W u
8"INV.W=4823.96 STA 3+g5 CONNECT TO "� ) I �'
ETA 0+25,10.9'LEFT 4155 CHURCH ( ) STA 3+09 CONNECT TO EXISTING SERVICE RIGHT
REMOVE EXISTING SANITARY a'VCP PIPE 8"INV.(NE)=4823.86 STA 2+31 CONNECT TO EXISTING SERVICE RIGHT I I o
SEWER MANHOLE \N EXISTING SERVICE RIGHT \ r I
J 'Ti STA 3+33 ABNDONN-
STA 0+06-0+28 I EXISTING SERVICE RIGHT I I
INSTALL 26 LF 8"SDR-35 PVC ( \ I
GRAVITY SEWER MAIN T#d�
@ 1.40%SLOPE(NORTH) OS I �•I, / I I
STA O+02 N O STA 0+3000NNECTTO
CONNECT TO SSMH#2 ( J �o EXISTING SERVICE RIGHT
INV.ELEV=4823.60 I
20
I Scale: 1 '
STA 0+02
✓� INSTALL NEW 48"DIA.SSMH#1 II 0 10 20 40 N E.
-'
RIM ELEV.=4830.98
W o 8"INV IN(SW)=4823.60 / I a
8"INV IN(S)=4823.60 m d
8"EXIST.(VCP)INV OUT(N)=4823.50 / I II w o
ZNOTE;: U\ / �+ I z
FLOWABLE BACKFILL SHALL I.ggdy _-- -4833 -- --J ec _ c��t
BE USED FOR ALL TRENCH BACKFILL \ - -- -_--_ - , W
UNDER THE PAVED SURFACE OF / o\ \ o '..`• .• _ ---- / E� O m
.. i_.: ..
SOUTH CHURCH AVENUE \ F M M Al M M_ ,Yr - -
W STA 1+16
x
a
14 * bN
HORIZ.SCALE:1"=20' oN th
TYPE A BACKFILL VERT.SCALE:1"=2' Fq
STA 0+02-3+89 INSTALL 387 LF 8" w =
DIA.SDR-35 PVC PIPE
4834 4834
4B32 — — — — — — — — 4832
STA 0 67,48"DIA.SSI 4H#2 STA +89,RE OVE I
XIST. MH
4830
RINI ELEV.=4830.98 8"INV.IN(W) 823.9 IM EL V.-48 1.99
8" V.IN( )=482.60 8"INV.IN(NE) 823. 8"I V OU (E)=48 5.24 I�
8---ExIST.,(Y CP)IN OUT( )=4823.50 ® o
4828 4828 ®I z +
F z -,I'
0
4826 STA 0+30,EXIST.6" 4826
WATER MAIN XING d
MAINTAIN 18"VERT W W o
SEPARATION
18 LFS
4824 .4 SLOE i LL w = E,
O W U
4824
W W U W W U > W
O' W W
N W (0 N 1i Z U O U ? ? U
4822 F N m ~ F _ w y 4822
N 0) X N F X x Z y
O W O X
W
W W W O WO O W
W F F F r O Z U F W U Z
W w w Z ZW Z O
Z Z
4820 Z FUW
r�y
`4820 �J
Z O U O Z U U d O U
CO Q U U O + (y
U'C7 Q ti
F
N N N Q F N H Q N h N h U N
X z N 0) N F
4818 W LL rn 4818
wrn mm mm Mtn tO tO �� o0 00 �� o0 00 °'� °'� oo `rM oo mm mm mm mm mm mm �� °i Oi mm uri uri u�i u�i Jon u�i �� �� mm rn� mrn oo SHEET No. 4
rnm rnrn vv nn wm rnrn mm Io<o q qq
G G G C G C G G G [V N [V N fV fV [V(V [V N CN•4 CN,2 [V N IN IN CN,1 CN,1 [V(V CN,1 [V tV fV fV
N� N� W of of of of of W of of of W W a0 ,/�^
as as as as as as as vv vv as as as as as as vv as as as vv as vv as as as as va as as as as as as as as ae as as as as as
-0+40 -0+20 O+DO 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+DO 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
OF 10