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LOW POINT ELEV = 411.39
LOW POINT STA - 0+43.67
PW STA = 0+40 _
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DATUM( 1ZZY
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r
PW ELEV = 411.18
� w. w w..
A.D. =3.49
HIGH POINT ELEV = 413.19
En
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HIGH POINT S
A = 2 +49.69
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= 2 +00
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PW ELEV
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LOW POINT ELEV = 411.39
LOW POINT STA - 0+43.67
PW STA = 0+40 _
420
r
411
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DATUM( 1ZZY
JOD:S 00
r
PW ELEV = 411.18
� w. w w..
A.D. =3.49
HIGH POINT ELEV = 413.19
-
'
0 0
N
HIGH POINT S
A = 2 +49.69
PW STA
= 2 +00
�$
50.00'
PW ELEV
= 413.56
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A.D. —
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%
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IRP
ROLL 20,2 fR338
5- 3273 02
0
RECOMMENDED
FOR APPROVAL
MMW 11/30/06 I
By
Call
before you CHECKED FOR COMPLIANCE
T CITY STANDARDS
Dig.
•
1400424owS 55 5
UNDERGROUND SERVICE (USA) T ' DATE _„� •"�
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOW
HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTIUTIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- MO- 424- 5555.
6
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