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KING
COUNTY
R.O.W.
Cl TY OF
RENTON ',
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475
470
465
440
SSMH 5. 48"
STA. 40+01.73, 12.65' R
RIM 456.95
10" IE IN 445.50 (N)
10" IE OUT 445.40 (SE)
39+80 40+00
NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M.
MAPLE HIGHLANDS
6- PVC SIDE
SEWER @ 2.09
MIN. (TYP.)
164THAk/ESE
---+- 1
41 +00
STA. 40+2Z 97, 7. 03' L
RIM 458.28
10" IE IN 445.25 (NW)
10" IE OUT 445.15 (S)
33 LF 10" PVC 0 0.46%
SSMH 5. 48"
STA. 40+01.73, 12.65' R
RIM 456.95
10" IE IN 445.50 (N)
10" IE OUT 445.40 (SE)
6" PVC SIDE SEWER @
2.07 IE 456.81
310 LF 10" C-900 0 0.50%
42+00
INSTALL SILT FENCE AND STRAW
WATTLES AS NEEDED TO PROTECT
ADJACENT PROPERTY. MAINTAIN
ACCESS TO EXIS77NG RESIDENCES.
30' U77LITY EASEMENT J
REC. NO. 20210406000762
6" PVC SIDE SEWER @ /
2.0% IE 466.98
SEE SHEET C35
I I
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I I KING
COUNTY
I R. 0. W.
I I
I
KING CITY OF
COUNTY RENTON ----- ----
R. 0. W. R. 0. W.
0
4 +00
I
SSMH 7 60"
STA. 50+OZ87, 9.75' R
RIM 465.72
10" IE IN 443.60 (N)
10" IE OUT 443.50 (E)
I
F-------------
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475
---------------------
---------------
470
---------------------------------------------------
465
EXIS77NG GRADE
PROFILE 0 IF OF ROAD
-- 460
1 1-----------------------
STA. 40+2Z 97, 7. 03' L
RIM 458.28
10" IE IN 445.25 (NW)
10" IE OUT 445.15 (S)
-33 LF 10" PVC 0 0.46%
N N C
L L L
12" PROPOSED STORM
310
00.
1 64 TH A VENUE SE OFFSI TE
IN ^ 00 co d-
co ao C4 oco
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C
STA. 50+OZ87, 9.75' R
RIM 465.72
10" IE IN 443.60 (N)
10" IE OUT 443.50 (E)
N C
40+40
40+80 41+20 41+60
42+00 42+40
42+80 43+20
UTILITY CONFLICT NOTE:
SEWER MANHOLE NOTES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
1. SEWER MANHOLES PER COR STD PLAN 400.1
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
2. MANHOLE FRAME AND COVER PER COR STD PLAN 401.
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811
AND THEN POTHLING ALLTIONS
CROSSINGSOTO
UTILITY CROSSING NOTE:
OF NEW UTILITY PHYSICIALLY ERIFYEWHETHERCOR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
O UTILITY CROSSING
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
SEE UTILITY CROSSING TABLE ON SHEET C41
FOR MORE DETAILS
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE
CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS,
INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
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
HORIZONTAL: NAD 1983/1991
83/1 C T Y OF
CONSUL TING ENGINEERS
3
CITY COMMENTS 07.27.21 YLP 08.13.21
YLP
DRAWN:
UR RENTON
ENGINEERS PLANNERS SURVEYORS
GLB
•
ONE INCH
620 - 7Ih AVENUE KIRKLAND, WA 98033
CHECKED: AT AT FULL SCALE
I/Y1TVm
awe, v
Plannin Buildin Public Works Dept.
/ /
IF NOT ONE INCH
O 425.827.3063 F 425.827.2423
N 0.
REVISION BY DATE
AP P R APPROVED: SCALE ACCORDINGLY
YLP
450
N to
KING COUNTY R. 0. W. WORK
WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY
RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY
PRIOR TO THE START OF WORK.
RESTORATION WITHIN KING COUNTY RIGHT OF WAY SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS.
ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY
WITH AN OUTSIDE DIAMETER OF MORE THAN 4-INCHES SHALL BE
MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL.
ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD
PLAN 406. 1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5
FEET OF COVER AT THE PROPERTY LINE AND BE 3-55 FEET LOWER
THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE
PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED
IN A PAVED SURFACE.
N O FRT H
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
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R-409132
43+60
S-409107
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/)
0
WASTEWATER UTILITY ? zz
Ann Fowler 09/30/2021 IF J
Enjanders
OPMENT ENGINEERING v
10/01 /2021 ll
LU
DATE:
MAPLE HIGHLANDS 09.05.19
164TH AVE SE OFFSITE SEWER PLAN AND PROFILE FIELDBOOK:
PAGE:
DRAWING
16210 SE 134TH STREET C34
RENTON, WASHINGTON 98059 SHEET OF:
34 41
DRS PROJECT NO. 17020