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SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M.
SOLERRA
N
, ' o -t 8 " P VC ( ) " 2-9.5 ; W W ; ''� yr v ��
TRACT C010N,
CONNECT NEW 8-INCH 70
EXIS77NG MANHOLE. CONNECTION \ \ S - a ' / 27 20 %9 \ ,/
» foo 18
L SHALL BE MADE USING � 22 �
KOR-N-SEAL BOOTS OR 1 72 LF 8" PVC ® .93x
T / \\
APPROVED EQUAL. MANHOLE I \ `�
MA Y NEED TO BE x 1 l T T
RE -CHANNELED. LADDER MAY // y� T-------------\�------- T T \ ,'
NEED TO BE RELOCATED.
STA. 10+16.99, 49.58' L a \ ,° p a a p. v° a - Arc b a p p a p
RIM 436.43
8" 1E IN 429.60 (SW)--
8" IE IN 429.53 (W)
8" IE OUT 429.50 (N)
54 LF 8" PVC ® 1.323g 1 \ �i I . ° \ I 3 "
231 LF 8 PVC ® 2.62R' U-
SSMH 2 48"
a 4 ROAD
SSMH 1 48" - - - ° STA. 11 + 15.1I J. 442. L 1 \ \ SSMH 3 48" 6
STA. 10+45.13, 6.67' L \ \ " RIM 44279 STA. 12+09.09, 3.40' L °� M
RIM 4J8.41 8 /E IN 434.79 (SW) _ R/M 450.35 _ 1 / P o ° a Uj
8" 1E IN 430.41 (S) I a 8" 1E OUT 434.69 (N) , - - ' \ 8" IE IN 442 35 (S)
8" IE OUT 430.31 (NE) a I II _ _ - - ' \ ,8" 1E OUT 442.25 (NE) a '.-
4 a.
-� I ® / -_
p 0 UTIE DRAINAGE ESMT. - - 3 T T 4 - 5 6
SSMH nq��' RE NO. 8709231174
-1I A A A A-7 -71 \'A i II I I II
H.P. ELEV = 451.52
H.P. STA = 12+38.45
PW STA = 12+00.95
PW ELEV = 450.59
A.D. - 6.50.E
460
K 12
'
460
75 VC
PROPOSED GRADE
CENTERLINE OF ROAD
N
455
177
CENTERLINE OF ROAD
m
Wdi
455
H.P. V ?99
-----------------------------
----
H.P. TA ???450
--------------450
----------
Q-
PW STA= 10+64.16
p
PW V = 438.27
--------------
-
W
A.D. = 11.00%
- -----------
--
29S
= 3
-
it .00' VC
--
-------------------
-----
LF PVC ® 2.62?d
8 "
g
231
io (0
,�
445
o°p +
9.
- �
Ln 0 W
STORM
0 $EO
mu
12•PR
.00
440
93�F8
- -
p
PROP0
SSMH 3, 48cz
STA. 12+09.09, 3.40' L
435
I
R/M 35
8" lE IN 442. (S)
V
435
8 /E OUT "2.2 (NE)
,
i
430
-
_
2, 48
SSMFT "
?
��
430
STA. 11+15.14, 3.82' L
RIM 442.79
8" 1E IN 434.79 (SW)
COR MH4544 48"
SSMH 1, 48" 8" /E OUT 434.69 (N)
Q
STA. 10+16.99, 49.58' L
STA. 10+45.13, 6.67' L
425
-fR/M 436.43
RIM41
425
8 /E /N 0.41 S
8" IE /N 429.60 (SW)
8" IE IN 429.53 (W)
8" lE OUP430.31 (NE)
8" 1E OUT 429.50 (N)
54 LF 8" PVC ® 1.32%
CONNECT NEW 8-INCH TO
EXIS77NG MANHOLE. CONNECTON
420
SHALL BE MADE USING
420
KOR-N-SEAL BOOTS OR
APPROVED EQUAL. MANHOLE
MA Y NEED TO BE
RE -CHANNELED. LADDER MAY
NEED TO BE RELOCATED.
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At
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
10+00
10+40
03/2025
10+80
11+20 11+60 12+00 12+40 12+80 13+20
1 CITY COMMENTS (03.11.2025) BD 04.02.25 YLP SURVEYED: SCALE:
VERTICAL: NAD 1983/1991
D 1988
D.R. STRONG 2 CITY COMMENTS 06.27.2025 BD 07.03.25 YLP DESIGNED: AS NOTED HORIZONTAL:
CONSUL TING ENGINEERS BD
ENGINEERS PLANNERS SURVEYORS DRAWN:
PHB ONE INCH DATUM
620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: YLP AT FULL SCALE
0425827.3063 F425.827.2423 IF NOT ONE INCH
N 0. REVISION BY DATE AP P R I APPROVED: YLP SCALE ACCORDINGLY
13+60
14+00
VRC TY 0 E
RENTON
Planning/Building/Public Works Dept.
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
SEWER MANHOLE NOTES:
SEWER MANHOLES PER COR STD PLAN 400.1
MANHOLE FRAME AND COVER PER COR STD PLAN 401
UTILITY CROSSING LEGEND:
SEE TABLE ON SHEET C12 FOR UTILITY CROSSING TABLE
AND DESIGN INFORMATION.
ONLY SEWER UTILITY PLAN IS REVIEWED ON THIS PLAN
SET, ALL OTHER ELEMENTS (E.G. ROAD, GRADING)
SHOWN ON THE PLAN SET IS REVIEWED AND APPROVED
UNDER SEPARATE PERMIT FROM KING COUNTY. S-433002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ` %'
IL
yqi 08/07/2025 '
WASTEWATER UTILITY
jstowell08/05/2025 '
DATE:
SO LE R RA 09.16.2024
SANITARY SEWER PLAN & PROFILE PAGE: OOK:
PAGE:
10823, 10815, 10824 145TH PL SE C7
RENTON, WASHINGTON 98059 SHEET:7 OF:12
DRS PROJECT NO. 23033
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