HomeMy WebLinkAbout004 S1 UTILITIES (3) y OF a0z,
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DATE 051 23
STA3+13 POSSIBLE CONNECTION - PROJECT#ENGINF-674 = KELLEN M. '1GAM . e
DT
VERIFY W/CITY SEWER DEPT I ��BOZEMAN"t roA No.0758PE \
m o0 6 e ! 0..��`"
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 TO 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 / STA3+61 CONNECT TO I r$, \�I CHECKED BY:
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 DATE:
PIPE 4"VCP PIPE 421 E STORY
/ �4g "VCP
PIPE
I
u, R6 00 LEY t_- 0 -
o
AL
dHO H 60 `\� VJ
STA 0+28,11.6'LEFT
CONNECT TO EXISTING d 0 0 dH0/ dH�✓ d1280GERT PL /,
8"VCP SEWER MAIN W/FERCO 0 4'VCP PIPE doe BOGERT PL ) I O
STRONG-BACK COUPLING/dN STA 0+67 4'VCP PIPE J I ( 14
INV.ELEV=4824.07 \ INSTALL NEW 48"DIA.SSMH#2 418 BOGERT PL
4'VCP PIPE (;• ( r'
RIM ELEV.=4831.69(MATCH FG SIDEWALK) (^ ( W u
8"INV.W=4823.96 STA 3+85 CONNECT TO "�:'1. ) I :4
STA0+25,SANITARY
4155CHURCH ( ) STA CONNECT 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 I\ 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 0+02 N O STA 0+3000NNECTTO
CONNECT TO SSMH#2 ( J �o EXISTING SERVICE RIGHT
INV.ELEV=4823.60
Scale: 1"= 20'
STA 0+02
✓� INSTALL NEW 48"DIA.SSMH#1 II 0 10 20 40 IN 2
RIM ELEV.=4830.98 / I I I z >t
W o 8"INV IN(SW)=4823.60 / I E-
RI a x
8"INV IN(S)=4823.60 Q� d
8"EXIST.(VCP)INV OUT(N)=4823.50 / I II a, o
o u a E
NOTE;: z
PLOWABLE BACKFILL SHALL I-4834 _-- -4833 -- --J ec __
BE USED FOR ALL TRENCH BACKFILL \ - -- -_--_ - , W
UNDER THE PAVED SURFACE OF o\ \ o '..`• .• _ ---- / E O m
.. i_.: ..
SOUTH CHURCH AVENUE \ F M M M M M_ ,Yr - - L 1 I I I--1 t7
M— --- 0.�— — M M M M':. h' .% L----- o ----_ --_—\ \\ W O o W STA 1+16
EMI O
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
4830
STA 0 67,48" IA.SS H#2 STA +89,RE OVE XIST. MH
" - 4830
RI ELEV.=4830.8 8"INV.IN(W) 823.9 IM EL .=48 1.99
8" V.IN( )=482.60 PO
8"INV.IN(NE) 823. 8"I V OUT(E)=48 5.24 I�
V.EXIST.(Y CP)IN OUT( )=4823.50 ® o
4828 4828 ®I z +
E z �
0
4826 STA 0+30,EXIST.6" 4826 z � 0
WATER MAIN XING d
MAINTAIN VERT W W o
SEPARATIONON
18 LFS
aaza a i sLo E _ w = E-
O W O
4824
W W U W W U > W
U U j U W
O' W W > W J > t0 L7
W W (0 Z U O C') ? ? g
4822 F N m ~ F �_ y 4822
w
N 0) N F X x Z y
O W O X
W OW W W
X p WO O W OF r O
W F F F r O U F W O U Z F
ZZ Z r
~ U ~ W U m 4 w O
W Z U U W U H Z W Z W
L7 O W Z Z Z W Z Z N m Z U Z
4820 4820
Z O U O
C9 Q U U O .1 g V + (y
U C7 Q ti
F
N N N Q F N H Q N h N h O N
X z N 0) N F
4818 W W rn 4818
qq mm mm ciM tO tO �� o0 00 �� o0 00 °'� °'� oo `rM oo I mm mm mm mm mm I� °i Oi mm uri uri u�i u�i Jon u�i �� �� mm rnm mrn oo SHEET No. 4
rnm rnrn vv nn wm rnrn m<o �o<o rn rnrn
G G G C G C G G G [V N [V N fV fV [V(V [V N CN•4 CN,4 [V N [V N [V N CN,1 CN,1 [V(V PIP-'
N, [V tV fV fV
N� N� W of of of of of W 3J f- W --W ---
as as as as as as as vv vv as as as as as as vv as as as vv as v as as as as va as as as as as as as as ae as as as as as
-0+40 -0+20 0+00 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+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
OF 10