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SEE SHEET C18 1 SSMH 12
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114- BEND
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OUT 48&0+45&93 IE IN 4 55. ia 455.25
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PROPOSED STORM
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OUT 48&0+45&93 IE IN 4 55. ia 455.25
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WITH E OU��
IE IN &+mW 45463
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RIM 462.07
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IE IN 450143
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SEE'SHEET CI 61
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SEE SHEET C16
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I IE IN 91 442.14
is
NOTE:
IE OUT444-z 442.04
ALL WATER MAINS SHALL BE INSTALLED WITH 3'
MINIMUM COVER. AT CROSSINGS WHERE STORM
420 DRAINAGE CONFLICTS OCCUR- (SEE -SHEET C6);-
— ---------
WATER MAINS SHALL BE FITTED TO RUN BENEATH
STORM DRAINAGE LINES WITH MINIMUM 12"
CLEARANCE MAINTAINED.
NE 8TIi
COURT
o
ILWACO PLACE NE
----------
R
56+40 5 - 1+20 52+00
52+80
53+60 54+40
55+20 56+00
56+80
57+60 58+40
59+20
60+00
GRAPHIC SCALE
20 0 20 40 80
1 INCH =40 FT.
AS RUIL
HORIZONTAL
DATE: 9 -06
5 0 -5 10 20
-27
0
1 INCH =10 FT.
THESE RECORD DRAWINGS FOR REVIEW ON A TRUE COPY
VERTICAL
OF" E COUNTY APPROVED CONSTRUCT10N PLANS
SIGNED FOR APPROVAL.
AS BUILTS
BY: PROJECT ENGINEER: WAY JOUDEH DATE:
09-27-06
yJ�OF WAS. w
M2
TONAL
e IRES 3/7/()8
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