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RIM 455.67
8" IE IN 446.50 (W)
10" IE IN 446.50 (N)
8" IE IN 446.50 (E)
10" IE OUT 446.40 (S)
26+ 91.06
1.009" FOR
FUTURE
EXTENSION
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490
485
485
480
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480
V 455.40
EAIS77NG GRADE
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L.P. STA 26+44 88
PW STA = 26+2Z29
PW ELEV = 454.98
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A.D. = 13.50%
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STA. 31+73.85, 4.25' L
8" IE 1N 448.70 (W)
RIM 455.67
8" IE OUT 448.60 (E)
8" 1E IN 446.50 (W)
10" IE IN 446.50 (N)
8" 1E IN 446.50 (E)
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10" 1E OUT 446.40 (S)
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D.R. STRONG 2
CONSUL TING ENGINEERS 3
ENGINEERS PLANNERS SURVEYORS
620 - 7Ih AVENUE KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423 N 0.
24+80
CITY COMMENTS 11.12.19
INTAKE COMMENTS
CITY COMMENTS 07.27.21
REVISION
25+20 25+60
YLP
02.14.20
YLP
SURVEYED:
DJC
YLP
06.16.21
YLP
DESIGNED:
YLP
YLP
08.13.21
YLP
DRAWN:
GLB
CHECKED:
YLP
BY
DATE
APPR
APPROVE
26+00 26+40
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH M
AT FULL SCALE DATUM
ATUv
IF NOT ONE INCH
SCALE ACCORDINGLY
26+80 26+90
C TY OF
110 RENTON
Planning/Building/Public Works Dept.
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SEWER MANHOLE NOTES:
1. SEWER MANHOLES PER COR STD PLAN 400.1
2. MANHOLE FRAME AND COVER PER COR STD PLAN 401.
UTILITY CROSSING NOTE:
O UTILITY CROSSING
SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
`�5 5 10
R 409130
1 INCH = 5 FT.
VERTICAL
S-409105
C/)
IN COMPLIANCE WITH
CITY OF RENTON STANDARDS
0
WASTEWATER UTILITY
z
Ann Fowler 09/30/2021
J
DEVELOPMENT ENGINEERING
0
njanders 10/01 /2021
=
LU
MAPLE HIGHLANDS
DATE:
09.05.19
J
ROAD A SEWER PLAN
AND PROFILE
FIELDBOOK:
PAGE:
L
16210 SE 134TH
STREET
DRAWING
C32
RENTON, WASHINGTON 98059
SHEET OF:
32 41
DRS PROJECT NO. 17020