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Asphalt Parking
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CB 923
'•6
3 3 m
o`!
f I
CB
CONNECT NEW Tyft 2 i
MANHOLE TO DWPING
I
1
1
STORM PIPE -
1 I
AS -BUILT DRAINING
AS RECORDED BY
CONTRACTOR FIELD NOTES
r AND SURVEY VERIFICATION
'���� FROM THE FLUER COMPANY
SCALE 1 -14 -2
HOR17. 1" = 20'
VERT. 1" = 5'
56 +00 55 +00 54 +00 53 +00 52 +00 51 +00 50 +50
40
J
30
Y 2" E IE = 30.61 (� 12" (W) IF = 31.24 12" (E) IE = 30.0- I�' RECOMMENDED FOR APPROVAL
�0
0 '2" (W) IE = 32.35 30 0 30 12' ,W iE = 29:88
Q STORM WATER UPLIi' DATE
2" G.+S , i__ LEW 10" WATER ( i
8" SEWER - '6 L 12" L NEW 10" WATER
CPEP @ 1.0% 18 LF 12" 2" GAS TO BE RELOCACTED BY PSEI
18 IF '?" DIP @ 1.0% DIP @ 1.0% NEW 10" VJATFR 25 16 LF 12" CPFP @ 1.0% STORM WATER MAINTENANCE DATE
2" GAS 16 LF 12" CPEP @ 1.0% 8 SP W,'
8" SEWER
J7 27 J 2
8 LF 12" CPEP @ 1.0% -
SCANNED SEP 1 3 2002
: 6
176 F "D 0 3
CB #25, TYPE 2, 48" DIA.
CB #24, TYPE 2, 48" DIA.
- CB23, TYPE 2, 48" DIA.
R'
STA. 54 +82 RT. 1'
STA. 53 33.4 RT, V
STA 51+86 '
SOLID LOCKING LID
SOLID LOCKING LID
! STA 51+79 RT 1.9'
.--L
_ 35.2e I
Rim
j SOLID LOCKING LID
x i own_
CB #22, TYPE 2. 48" DIA.
c:)
RIM EL. = 35.16
RIM EL. = 34 +59
I RIM EL_ = 33.44
+
_
-
(S) IE 38-29
12" (S) IE - 30.56
12" S IE = 30.30
SOLID5LLOCKING LID
LJJ
12° N IE 3030
I -
_
12" W) IE = 30.76
12 20
-
RIM EL. = 3285
Q
1-2° €) 1,;=- 5Q-
12" (E) IE = 31.21
12" W IE = 30 -40
12 30 -99
icj 3 38-29-
141p it 29_9zi
72" NE IF = 29.93
35 w
_ _ _
_ _ _ - - - - - - - -
- - - - - - - - - - - -
-
12 ES IE = 30.60
GRADE AT CENTER LINT
i 2" (4V) iE 29 84
I r,n
12" (SW) IE = 29.93
-
-- - - - - - - - -
- - - - - - - - - - - - - - - - -
- - - - - - -
I 19` (E) IE 29.91
12 N IE = 29.68
148 LF, 12"
CPEP SD @ 0.28%
154 LF, 12" CPEP SD @ 0.28%
28 LF, 12" CPEP SD @ 0.28%
30
4
CB #25A, TYPE 1 --
SS
J SS SS
SS
SS
"' "+" ET 1
STA. 54+8Z. LT. 18
i �� �
CB #25B, TYPE 1
0" WATER
CB 2A, TYPE 1
(F-H�) 5T4 -53+ ,rir
CB #24B, TYPE 1
C13#23A, TYPE 1
SS SS
SS
SS
L-8" SEWER
BI DIRECTIONAL
VANED GRATE
�-
_
STA. 54 +84 RT. 16'
_ STA. 54 +82 RT. 16'
BI- DIRECTIONAL
z34
STA. 53 +34. LT. 17'
BI- DIRECTIONAL
VANED GRATE
- - -- _
- ---
STA. 53 +34. RT_ 17'
BI- DIRECTIONAL
_ VANED GRATE
STA. 51 +80 LT. 1J'
VA DIRECTIONAL
VANED GRATE
CB #23B, TYPE 1
I ST 51 +80 RT. 17'
BI- DIRECTINAL
FIRE HYD_ TEE
RIM EL. = 35 64
VANED GRATE
- -
_ _
-
- - --
- -
- VANED GRATE
1z=( €, - 02�
E) IE - 32 31
RIM €t -3#781
RIM EL = 34 81
- -
RIM EL. - 33.86
RIM EL. = 33.82
RIM EL. = 32.74
- 33.58 i
RIM EL = 32 88
40
J
30
Y 2" E IE = 30.61 (� 12" (W) IF = 31.24 12" (E) IE = 30.0- I�' RECOMMENDED FOR APPROVAL
�0
0 '2" (W) IE = 32.35 30 0 30 12' ,W iE = 29:88
Q STORM WATER UPLIi' DATE
2" G.+S , i__ LEW 10" WATER ( i
8" SEWER - '6 L 12" L NEW 10" WATER
CPEP @ 1.0% 18 LF 12" 2" GAS TO BE RELOCACTED BY PSEI
18 IF '?" DIP @ 1.0% DIP @ 1.0% NEW 10" VJATFR 25 16 LF 12" CPFP @ 1.0% STORM WATER MAINTENANCE DATE
2" GAS 16 LF 12" CPEP @ 1.0% 8 SP W,'
8" SEWER
J7 27 J 2
8 LF 12" CPEP @ 1.0% -
SCANNED SEP 1 3 2002
: 6
176 F "D 0 3