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NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SEE SHEET C35
O I I
MAPLE HIGHLANDSx
I I I
KING
r I I I I COUNTY
N 41 "/ "�
PARCEL NO. 132305-9023 PARCEL 16404 SE 135TH ST 86
I R. 0. W.
13408 1647H AVE SE 447.0E .
451.00 446.25 KING CITY OF
6" PVC SIDE COUNTY RENTON
SEWER @ 2.09' I R.O.W. R.O.W. L-------------
KING MIN. (TYP.)
Couffmo
R.O.W.
__--
CITY OF _ 164?i�1A E SE :�fe LF 10" C-900 @ 0 -------- - I
I
RENTON
R.O.W. + ------ I
M 40+ 0 dO _ - _ I ` `4 +00
4. 30 U77LITY EASEMENT
d0 - - - - - - - Y REC. lj 2 2104E 000762 o
----------- _=6/ �P- INSTALL SILT FENCE AND S77?AW OP. � . OA
z + 0 SSMH 6 48" - - - - " " " " " " WATTLES AS NEEDED TO PRO 7FCT OF \
J - STA. 40+27.97, 7.03' L �P ,' / ADJACENT PROPERTY MAINTAIN
RIM -+ter 458.28 / ACCESS TO EXIS77NG RESIDENCES. . --�
[w - . ;
� 10" lE IN �t4.5-�� (NW) 445.37
V `
M 10" IE OUT-5-Ts (S) 445.28 M M 60"
SSMH 7
6" IE /N 445.28 (NE) 'y STA. 50+07.87, 9.75' R
RIM 06F�-?r 465.96
P (ABlF 10" PVC @ Ong /./. i / i/s 10'0/E OUT ;�90 (� 443 11 /
w SSMH 5 48" �' -�
J ---- �P STA. 40+01.73, 12.65' R
- .RIM - T`� 457.94 467.6E
456.8E - 10" IE IN-40!5.5t (N) 445.66 6" PVC SIDE SEWER @
Q - - T 10" IE OU T 445.56 2.0� lE 467 60 PARCEL NO. 14575E-0033
G - - PARCEL N0. 14575E-0035 PARCEL
O. 14 AVE SE
O
13415 1647N AVE SE 6" PVC SIDE SEWER @
- e= 2.09 IE 456.80
X I
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
C!
----
-----------------
470
EXIS77NG GRADE
PROFILE ® OF ROAD
460 - --
455
12" PROPOSED STORM
0 310 LF 10" C-900 @ 0.50%
445
440
SSMH 5, 48"
STA. 40+01.73, 12.65' R
RIM 45Z94
10" lE IN (N) 445.66
10" lE OUT (SE) 445.56
39+80
40+00
STA. 40+27.97, 7.03' L
RIM 0-�,RnR6 458.28
10" lE IN 0r.:P4 (NW) 445.37
10" IE OUT 4-4z§=rr (S) 445.28
6" IE /N 445.28 (NE)
JjB F 10" PVC @ En 444
AS -BUILT
�(0
L L L
40+40
40+80
"I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024."
1 I I
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423 FN 0.
0
41 +20
UTILITY CONFLICT NOTE:
1 64 TH A VENUE SE OFFSI TE
r'� r'i I b
to
41+60
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811
AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
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.
IIN
42+00
SSMH 7, 60"
STA. 50+07.87, 9.75' R
RIM 9-465.96
10" lE IN -4off-E3 (N) 443.22
10" lE OUT -4+_4 B (E)443.11
N
N
N
N
vi
^
t6
�c
to
42+40
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
FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED:
DJC
DESIGNED:
YLP
DRAWN:
GLB
CHECKED:
YLP
REVISION BY DATE APPR APPROVE:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
465
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.
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
R-409132
42+80 43+20 43+60
S-409107.
IAI IAAI!`C \AIITLJ I"ITV 11C MCAITIIAI CTAAIflA Mf1C
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
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DATE:
C TY 0� MAPLE HIGHLANDS E; 09.05.1'R) 9
RENTON PAGE:
164TH AVE SE OFFSITE SEWER PLAN AND PROFILE PAGE: OOK:
V439• DRAWING NO:
Planning/Building/Public Works Dept. 16210 SE 134TH STREET C34
RENTON, WASHINGTON 98059 SHEET: OF:
34 41
DRS PROJECT NO. 17020