HomeMy WebLinkAboutR-409133NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M.
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STA. 33+ 15.85, 4.25' L RIM 455.67
— RIM 456. 95 CITY OF
RIM 459.51 8" IE IN 446.50 (W) 8" PVC SEWER f0" IE IN 445.50 (N) RENTON O
10" IE OUT 449.90 (S) 10 /E IN 446.50 (N) cv 1.009 FOR 10" IE OUT 445.40 (SE)
8" IE IN 446.50 (E) FUTURE 40+ 0 C)
10" IE OUT 446.40 (S) EXTENSION —
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33+20 32+80
32+40
32+00
31+60 31+20
30+80
30+40
30+00
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
1
CITY COMMENTS 11.12.19
YLP
02.14.20 YLP SURVEYED: SCALE:
Dec
VERTICAL: NAVD 1988
D.R. STRONG
2
INTAKE COMMENTS
YLP
06.16.21 YLP DESIGNED:AS NOTED
83/1
HORIZONTAL: NAD 1983/1991
C T Y OF
CONSUL TING ENGINEERS
3
CITY COMMENTS 07.27.21
YLP
08.13.21 YLP
DRAWN:
RENTON
ENGINEERS PLANNERS SURVEYORS
GLB
•
ONE INCH
620 - 7Ih AVENUE KIRKLAND, WA 98033
CHECKED:Y� AT FULL SCALE
I/Y1TVm
awe, v
Plannin Buildin
/
/ Public Works
Dept.
IF NOT ONE INCH
I
O 425.827.3063 F 425.827.2423
N 0.
REVISION
BY
DATE AP P R I APPROVED: SCALE ACCORDINGLY
YLP
r
h
29+60
465
460
455
r
r
440 N(DFRTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
435 HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
R-409131
S-409106
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/)
0
WASTEWATER UTILITY ? ,� ZZ
Ann Fowler 09/30/2021 J
_7 (
DEVELOPMENT ENGINEERING v
njanders 10/01 /2021 =
LU
DATE: J
MAPLE HIGHLANDS 09.05.19
164TH AVE SE SEWER PLAN AND PROFILE FIELDBOOK:
PAGE:
DRAWING
16210 SE 134TH STREET C33
RENTON, WASHINGTON 98059 SHEET OF:
33 41
DRS PROJECT NO. 17020