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- METRO EASTS /DE INTERCEPTOR W
METRO $H R02 -26
METRO M! RO? 27 1 co
BURLINGTON- NORTHERN Rh' �- w
_ ��ac�P�P�_ - - -- -------- - - - - -- -
lz .o -12
--Hydrant 1 - - - -- - - 55 -- - - -- -- - --- '-- -- --- - -- - -- 56 C.I. PIPE 55 STA. 6A (DROP 55' NOTE: z
W ^'' � \\ NC PIPE
Z ' B -N R/W JJIII 1 TO 45 BELOW GROUND ELEV.
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•x:....... :}aaxwo�.ovn»x.v +rraar*ava.w.w.w.a. .. ,H UBBED UP W/ 8 0 _ v :a?i 3?; .. art+ �3G l�f+ }+ar:wmae rmsrs*gne rrrrrtrrao: r tr s :.h - _ ........ ..........�,.... 60N T 12 +6o5N T 11 +04.5 N T 9 +74,,' 3.4N T 7 +81.ON - T 5 +7�a8N LUNCHROOM
I "Plastic Water II +7 .5N - .3i- _ -.._. - .._.._. -.- - .-. -.- ._ ._ ._.._.. -. -. - , T2+4 oN 3 .- �....�.. T3 +95.6N - ':;�"::':�'�".' ""TO PRIVAT RR SPUR'%,.."^` ,7. ASPHA T P R _.o 9. L A IlNG CONC. PIPk 10' Pi RM. 30 TEMP. - T- 3 +11.4N T +5 8N
LOT ESMT. CONST ESMT M� 6 e S Telephone„
STA. 4 +74,8 N
I 54.5' -12" C.I. PIPE
I! STA 11 +76.5N TO STA 12+31.ON CONC. PIPE CONC. PIPE . 2 +22.3N
160.6'- 12 STA /
i EXISTING 4" C./. J
FORCE MAIN 52.5' - 20" S1 EEL CASING Mi 8
UNDER RR SPUR TRACKS. STA. 10 +54.5N Mi 7 (DROP MH CONVERTED TO SHALLOW MH)
STA 11 +775N TO STA 12+30.ON NOTE STA. 7+ 252.5••-12" CONC. PIPE -12"
ALL POLES IN THE AREA OF EXCAVATION CONC. PIPE
WILL BE RELOCATED BY J.H.BAXTER CO. -48 HR.
5 1 I ADVANCE NOTIFICATION PRIOR TO CONSTRUCTION
i a I BY CONTRACTOR IS REQUIRED.
a I
w
z
a IJ
W
NOTE:
a I PLAN
TEES THIS SHEET- 12 "x8" Conc.
ram 6" O.D. STEEL WATER ��
I DRESSER - COUPLED SCALE: I" = 50' ALL MH STUBS THIS SHEET - 12 Conc.
�
\ *NOTE*
?, ALL WORK SHALL BE PERFORMED
�'-EX /STING WET WELL IN ACCORDANCE WITH A.P.W.A.
LIFT STAT ION SPECIFICATIONS.
4' C. 1. FORCE MAIN
-12" CONC.PIPE S =0.22%
52.5' -20" STEEL CASING
122.., 0'-I"2 =_ CONC. PIPE
S=O. %
54.5 =12" C.I. PIPE
I I I
14+00N 13 +OON 12 +00N 11 +00N
Mi 8 /
STA. 10 +5 4.57,
68.8'-[ 2" C. I. PIPE S = 1.74
s1�EXISTING PROFILE
Mi 7(DROP MY- CONVERTED TO SHALLOW MH) W 5
STA. 7 +04.2 N MA 6 STA.2 +22.3 N
MH 6A (DROP MH)
STA.. 4-174.8 N
STA 6 +35.4N
350.3' - 12" CONC, PIPE S = 0.33 % I /_INV. 1721'
DAMUM
N, 0. S.
- 30'
- 25'
- 20'
INV. 19,58'1 II
INV. 18,41' I_ -_n II 160.6'- 12 "CONC. PIPE S = -0.11
IJ 252.5'- 12" CONC. PIPE
-_�/
S = 0.31 %
- 12 " CONC. PIPE S=
- 15'
0,22%
\
`INV. 14.96'
30" CONC. CULVERT) INV. 14.78'
INS /. 14. i7'
FLOW ---- 40-
- !0'
AS ° BUILT
9Z /T 9- 26 -73
-5
-0
IO+OON 9 +OON 8 +OON 7 +OON 6 +OON 5 +OON 4 +OON
3 +OON 2 +00N I +OON 0 +45N
/JY /wrars'ks
PROFILE
1i1i1� o Hy `
"
t OJ tir �
SCALE: HORIZ.I =50'
KENNYDALE INDUSTRIAL SANITARY
SEWER
VERT I °= 5°
r
�" 9899
o o
276
°
STA. 04 45 N. to STA. 14+25 N.
R. Jensen 10-20-72
L.I.D. 276
T. L I U
I REVISED LINE DEPTH t MANHOLES RE.J. 12- l 1 -72
AS SHOWN
r
348
3 5
.A