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NOTE. DISNNECT EXISTING SIDE SEWER FROM
15" . COA /N I LINE ON NORTH SIDE OF STREET
AND RECONNECT TO NEW 12" MAIN LINE.
ICE
35
O B. #619-33E
SET T CHISELED SQUARE 1.5' NORTH
INT. BACKWALKS AT NW CO R. iNT.
S 5TH ST/ & MAIN AVE S
I I ("�f7 11 III I ELEV. =41.02
I II% -J) \
_Wy¢ Conc. ° //504 WILLIAMS AVE S
N 4lC�K Dh, AS -BUILT C- RTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
ttr �sf LOCATIONS OF THE SANITARY SEWERS SHOWN HEREON
w r ARE THE RESULT OF OF A FIELD SURVEY MADE BY ME S
2 13 OR UNDER MY DIRECTION. 121 +29, 5.2RT
36
MH 15 STA. 121 +16, 5' RT
v > i' >r NEW 54" MH
-a d o ..o Q� oos snv F.D. RINGEL L.S. 23613 DATE: MH 14 (SEE SHEET 3) RIM = 39.z2Z t 3929
IE 12 " NE = J7. q 31.53
0 V 3 lE 12" W = 31:33 31.43
117 +00 118 +00 119 +00 120 +00 121+00
aa ................................. ......... ............. . . ......................... .... ........................... ...... ----- --- -- ---- - - - - -o- l -------- -....- 121 +84, 9.1'L.T
..--4-
5
-- ---------- - ----- --- - - -----. ....... -EX MH STA- - 721F76.37
o - - NEW 54" -
4 - MH RIM = 41D- 0 40.27
IE 12" E = 31-47 32.7
40 : : : : : _ : : : mac°-. o _ o . m _ : 16 12" SW = 37�4t 32.00
w o 0
x .............. ..................... .......... - x -3 - - ..... .....:... ........ .. .: .. :. .. ..
o �.
rm MH #7 (SEE SHEET 6 o - - o a - - - - a 3 - < - - " - - -/- EXISTING SURFACE ELEVATION _ _ -
Q`� � EXISTING SURFACE ELEVATION -
35 35
- - - : - - -- - -- ..... ..... .. ...
- - - 0 - - - REMOVE EXIS77NG 12'-' SEWER L51
- - .
- 0.76 0 - - - - - - - - V - 784 LF OF 12" PVC ®00,499 _ -
0 0
-- -
- 302- _ _ _ : - -- - --
_ " PVC ® _
.30 - TA€ LF OF 10" PVC ®m!9% - - - _- - -- _ _- -- _ ._ - -_ ___ - _- -_
-- __. -. .
__ 30
O FXiS TiNG MH STA 119 +30.89, 5.4 RT
N EX. MH. STA 116 +49.47, 8.04 LT - - RIM EL = 36:18- 36.47 - EXISTJNG MH STA 779 +31.76 9.44.LT - - - -
RIM EL 34.99 - - - - - - - IE N = 31 -25 - - - -
25 : IE (E) a 28.20 : : : : : : : ?� IE NEL 30.8.19
IE S = 38?F 30.80
.................... ... .. ..... ....1E (W, " 38. 20..... ............ ..................................... ................ .............. ...__ ----- IE E _ 30.90-------------- IE -E = 29. 0._ -------- _........................ :......... .....-................ ......------------ ....................
..............
IE W = 31.20 is S 29.7
EX. MH STA 59 +45.21 Williams � EX. MH STA 59 +26.21, 5.0 LT - - IE W:= 29.0 -
RIM EL - 35.01 RIM EL = 35.03 - - - - -
IE: (N) = 29.90: : IE (N&S) = 29.80
IE (S) = 30.10. SCALE
........IE(E &W) = 28.1b - - - - - -
............................... ....... ..........................Horiz 1 ": _ 20' - - -- - - -- - - - -- - -- - - -- - --- - --- -- -
Vert. 1".= 5 SHE* ET 4
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IS-272204
i - S'- 772 !y SCANNED AL 2 7 2001
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