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61+50 61+00
gm,
Q- --- -- ---------- -0--
� sS Ss SS
SCALE
HORIZ. 1" = 20'
CB#15, TYPE 2, 48" VERT. 1 " = 5'
STA. 60+67, RT. 1'
SOLID LOCKING LID
RIM= 40.25 60+00
12" }S� 1E = 34.38 -----
i ce" c 1r - �4vo-
12;; �E� I E = 36.48
12" (W) IE = 35.28 NOTE:
=.------------ SIDE - SEWER DEPTH....:.
------------------- -UNKNOWN (TYPICAL)
AS
o GAS
0
110 LF, 12" CPEP SD @ 0.4% 0 SS
CB#1-5A,- TYPE- .1... .. ........ .....CB#1.5B, TYPE 1 ............... CB#14A; TYPE 1 ......... .
STA. 60+:67, LT. 17' STA. 60+67, RT. 17' STA. 59+62 LT. 17'
BI-DIRECTIONAL BI-DIRECTIONAL BI-DIRECTIONAL
VANED GRATE VANED GRATE VANED GRATE
RIM EL. = 39.57 RIM EL. = 39.76 RIM EL.= -38.75
R I R� F� Q-58-� -
40
-12 �E� IE - 37.5-7. 12" (W) IE 37.56RIM - _ ........
12" �E� IE 36.45
o
- CB#14,
TYPE
2, 48"
STA. 59+57
RT. 1'
CB#13, TYPE 2, 48"
SOLID LOCKING
LID
STA. 58+15 RT. 1'
RIM =
39.26
SOLID LOCKING LID
RInn
TCT'fV��'.7�-
z9 99
RIM = 37+78
12 "" (S)
IE =
(�J
� � V 0
33.99 5 �
R�=�: �
�_I'
-(-S-)-
I-E -
3
-----12" S-IE.=.3.3..46........
12(N)
12
IE =
34.99
12" �'N� 'I '
E = 33.4C
ff -
12" (E)
2" E)
IE =
35.59
12 E) IE = 34.00
(
12" (W)-
_��,-
IE =
34.69..... ... ...............
-1 ;2" E--I E�;A-9-9-
12" �W� IE = 33.90
GRADE AT CENTER LINE
---------------
0SS 142 LF, 12" CPEP SD @ 0.4%
- SS
........... CB-#-14B:,. TYPE- 1--:-----.. CB#13A;-TYPE 1
STA. 59+62, RT. 1:7' STA. 58+15 LT. 17'
BI-DIRECTIONAL BI-DIRECTIONAL
VANED GRATE :VANED GRATE
RIM EL.= 38.73 RIM EL. = 37.23
. - " - - 4 0 - 4 /l - (W): IE 5.31
12 W : IE = 33:03 12 E IE : 3
- - 4�8
Y. ............. -- - ---- - .... - - --------.... --�..
0 4 WATER �: O 3 5 3 5-
3-5
(TO BE ABANDONED) 04_4" WATER (TO BE ABANDONED)
4" GAS 16 LF, 12" CPEP @ 1.C% 15 LF, 12" :CPEP @ 1.0% 4" GAS 0
NEW 10" WATER
6" GAS (DEATI-VATED)------------------ ----
EX. 8" SEWER --NEW 10 WATER 30
18 LE, 12" CPEP @ 1.0% 18 LF, 12" CPEP @ 1.0%
6 GAS (DEACTIVATED)
8" SEWER
6" GAS (DEACTIVATED) 8" SEWER
4" GAS 18 LF, 12" CPEP @ 1.0%
AS -BUILT DRAWING
AS RECORDED BY
CONTRACTOR FIELD NOTES
AND SURVEY VERIFICATION
FROM THE FLUER COMPANY
1-14-02
(RECOMMENDED FOR APPROVAL
STORM WATER UTILITY DATE
STORM WATER MAINTENANCE DATE
57+ 00 (SEE SHT. 15)
CB#12, TYPE 2, 48" CB#6, TYPE 2, 48"
5 8 + 0 0 STA. 56+61 RT. 1' STA. 56+28 RT. 1' 5 6 + 0 0
....... .. �S�OnLI ^ c � c� rT �'
SOLID..LOCKIN.G LID. . . . . . . . . .L C IN - LID RIM = :36.27 RIM EL. = 36.14 ±
Inn - 46 2.5 + 12" (W IE = 32:81 Lo
12 S IE = 32.81: 12" (E� IE = 32;81 �--r
" - . 12" (N) IE = 32.81 +
12"
JE
.......... ...........2.�94 EX- GB, TYPE. 2:.48... 40
12 E IE = 32.91 (TO BE REMOVED) W Ln
-----------=----- 12?; IE = 32.98 Q
--------------------------=---- _
- -------------------- ---------- -- - - - - ------------- - - - - -- -
35 W
153 LF, :12 CPEP SD @ 0.4% I'�SS
ow
W
�
.......
CB.#13-B, : TYPE- 1
34 LF, 12„ -CPEP
L 3 0
Z
STAB 58+15, RT. 16'
SD @ 0.5%
12 "
NEW 12"WATER
SEWER(j =
H
BI-DIRECTIONAL
CB#12BTYPE 1
_
VANED GRATE
CB#12A, TYPE : 1
,
STA. 56+62, RT. 17
Ri"�--F C3- -18
RIM EL. = 37.32
STA. 56+62 LT. 17'
BI-DIRECTIONAL
=
„ -..
B1-DIRECTIONAL
VANED GRATE
U
LIJ
12" W -1E = 34.32
RIMF . _ 5,89 �
-
RIM EL.: - 35.64
Q
RIM EL. = 35.25
,,
-
�
W IE = 33.14
12- (E) IE = 33.05
SIDE WALK
�---------------------
--------------
-------------------
----------
35
I
I
LJ
EX. C.B.
T U oi 13 LF, 4 EX. SD
4" WATER (TO BE ABANDONED) 0
..... ......
16 LF, 12 CPEP @ 1.0%
4" GAS (TO BE RELO O TED BY PSE
NEW 10 WATER )
6" GAS (DEACTIVATED)
8" SEWER
18 LF, 12" DIP @ 1.0%
Y4" WATER (TO BE ABANDONED)
16 LF, 12" DIP @ 1.0%
NEW 10" WATER
W
Q
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war P 2
P121-7171116,
SCANNED SEP 1, 3 2002