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CB#5 TYPE 2, 48" DIA.
STA. 118+18, RT. 1'
RIM = 35.60 R�..40±
SOLID LOCKING LID
12 (W) IE = 32.15 12 (W) lE - 32.33
12" (E) IE = 32.15 12 (E) IE - 32.33
12(N� IE = 32.15
12 S IE = 32-15
CB#6 TYPE 2, 48" DIA.
STA. 119+38, RT. 1'
RIM = 36.41 RIM - 36-14 +
SOLID LOCKING LID
12" (W) IE = 32.71 12" (W) lE 32.8+
12" (E) IE = 32.71 12" (E) 1E 62.84-
12" (N) IE = 32.71
12 S IE = 32.71
118+00 119+00
---------- .................................
I ------------------------------------------------------------
...... 35 - -- --------- I ---------------------
UCT
3&
3 5:
1'49
LIT 12" CPEP SD 0 0.57%o L
--------------------------
Lr)
r..,
v-4
v-4
CB#513 TYPE 1
-S A' - 1- 1-8+ 18, - RT.- -171 ........
BI-DIRECTIONAL VANED
R 1 M �4.87 +
GRATE
12" (N) IE 52.49
0
RIM = 34.95
12" (N) JE = 32.65
GRADE AT CENTER -LINE
GAS_
-------------------------------------- (TO -BE -RELOCATWED] ---
BY PSE):
CB#7 TYPE 2, 48" DIA.
STA. 119+67, RT. 1'
RIM = Z66.96 RIM
=
36.32
SOLID LOCKING LID
12" (W) lE 32.&7 12"
(W)
IE =
32.82
12(E) lE 32 8T 12"
(E)
IE =
32.82
12" (Isi) 1F� 4� 9_� 12"
IE
32.82
12" �S,� li �i*L_ 12"
1-1
�N)
S)
IE
32.82
CB#8 TYPE 2, 48" DIA.
STA. 121 +02, RT. 1'
RIM = 38.76
SOLID LOCKING LID
I n1l ImN I E ;3;3.8;3 - 4212W
IE = 33.98 11 35, cir, 12N IE = 34.65
S
135.6-6- 12" IE = 34.73
B.M. #619-33E
SET CHISELED SQUARE 1.5' NORTH
INT. BACKWALKS AT NW COR. INT.
S 5TH ST./ & MAIN AVE S
HOUSE
#919 1 �
AS -BUILT DRAWING
AS RECORDED BY
CONTRACTOR FIELD NOTES
AND SURVEY VERIFICATION
FROM THE FLUER COMPANY
1-14-02
.................... --- 1.2.2t-0-0 ................. .................
120+00 NOTE: 1214-00
SIDE SEWER DEPTH
UNKNOWN
........... I ............. ----------------------- ------------------------------------ ............ ----- . . . . .......................... ............
...
EX.- 6" WATER 40...
(TO BE ABANDONED)
EX. 6" WATER (TO BE ABANDONED)
40b
.............. I .......................................... ................................................. .....................
0
7
135-
LF 12" CPEP SD @ 0.71 %
1 ZO LF 12" DIP @ 0.4%
GAS 0
(TO BE RELOCATED I 12"--
-------- ..................................
WATER
BY-PSE) ..... 0 --------------------------------------------
29 LF- 12" DIP @ -0.21%
-- ----------------------------------------------------------------
................................... .........
SSMH 10" WATER
CB#8B TYPE 1
CB#8A TYPE 1
- 2, LT. 17' STA. 121 +0
STA. 121+02, RT. 17'
BI-DIRECTIONAL VANED -GRATE
BI-DIRECTIONAL VANED GRATE
Rim- 58.--24-+ -
-CB#7B TYPE 1
CB#7A: TYPE 1 -
-RIM 8±
- 3.30
12" (S) !E_ = 3
CB#5A TYPE I
STA. 119+67, RT. 17'
STA. 1-19+68, LT. 17'
12" (N) lE 5. _8 2
RIM = 38.-35
........ TA_. - 11- 8 --� 18,: LT. -17' .............
-S
FBI-DIRECTIONAi-
VANED 'GRATE - ---- ---------
BI-DIRECTIONAL VANED
'G RATE'
'RIM ... 38-.1:3 -------------- ------------
.............................................................
-- 12"'(S')'IF- 35.75
VANED GRATE
RIM = 3472-+
RIM - 35.34
12" 33.e3
RIM 35.36
IE -
12" (N) IE 35.73
1� 2 " (N) 1 E ;32.40--
-RIM = 35..50
42" (9) 33.95
RIM =: 35.66
RIM = 35.08 -
"
.12" (N) IE 32.98
12" (S-) IE = 33.71
1:2" 2 (N) IE 33.28
- - - --------------------------- 35
EX.. 6". (S). IE .-. .34-40. --------
-------------------------- -------
3-5-
....................... ...
. . ............
........
........................ ............................. ------
Aw o
u
------------------ ...... . .3 C. -4- -GAS:
16 LF -12" DIP 0 1.0%
12" -SEWER
NEW 12" WATER
-
------------ 18 - LF -1 -2- - DIP @ 1-.097 -------
L
u 0
4 GAS:
7
CONNECT EX. L- l UGT
0 ABANDONED 12" SEWER
TO NEW ,�)ulvlrl :J u li Li BY OTHERS)
4": GAS CT (TO BE RELOCATED 16 LF 12" DIP @ 1.0%
.................. U' ------------- 3 0 -------------------------- I . .......................................
------------------ ----- 30 ---------- -
------ AB7�N6O_N__ED__ -1 -2 SEWER 12" SEWER 18 LF 12" CPEP Ca 1 .0%
(TO BE RELOCATED 16 LF 12" DIP 0 1,0%
0 BY:OTHERS)
12" SEWE'R' NEW 12" WATER
LN-EW 12" WATER 12" SEWER
--- :.3.0 -----
18 LF 12" DIP @ 1.0%
...... ------------- ......................................................................................... ...................................................................................
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SCANNED SEP 13 2002