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SE 114 SEC TION 3, TO WNSHIP 23 N, RANGE 5 E, W.M.
SOLERRA
COR MH4544 48" +I
STA. 10+16.99, 49.58' L
RIM 436.43
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00 8 /E IN 429.60 (SW) °
00 8" JE IN 429.53 (W) _
8" 1E OUT 429.50 (N)
< 54 LF 8" PVC 0 1.32% _ °
C - 25 LF 12" LCPE 0 4.02% (P101) .
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CB 101 TYPE 1 STA. 10+45.13, 6.67 L
714RU-CURB INLET RIM 438.41 /
N 8" JE IN 430.41 (S) °
STA. 10+53.96, 12.88 Ro
RIM 438.16 8 /E OUT 430.31 (NE) O CB 14 TYPE 2-48"
00 - 12" /E IN 435.17 (NW) i2" lE OUT 435.17 (E) O 434 STA. 10+41.88, 123.30' L
LO (�J i RIM 433.88
!° 2" lE
- OUT 4
1 /N 426.00 SW
27 LF 12" LCPE 0 .55% (P201) '} _ _ - - - - - VA 12" lE N
_ _ CB 201, TYPE 1 o CB 1 TYPE 2-48" d1p
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= RIM 439.96 ` STA. 10+54.63, 11.76' L 436 -� ry
I I 21+00 12" JE OUT 436.96 (SE) 22+ jam RIM 438.18 - ® CB 13
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() STA. 10+58.99, 90.52' L
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Z o - 12" 1E OUT 42Z 10 (NE)
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RIM 439 96
12" JE OUT 436.96 ( )
27 LF 12" LCPE 0 6.55X (P201) 0
430
CB 101, TYPE 1
7HRU-CURB INLET
STA. 10+53.96, 12.88' R
RIM 438.16
12" JE IN 435.17 (NW)
0
12" IE OUT 435.17 (E)
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25 LF 12" LCP 0 4.02X (P10
CB 14 TYPE 2-48"
STA. 10+41.88, 123.30'
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CB 1 TYPE 2-48"
THRU-CURB INLET
- IE 124
12" IN N 426.00 (SW)
STA. 10+54.63, 11.76' L
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RIM 438.18
420
12" JE IN (W)
2" PVC 0 2.29% (P1
18" IE /N 430 40 (S)
CB 13
E 2-48"
18" JE OUT 43 40 (E)
STA. 10+ 8.99, 90.52' L
29 LF 18" LCPE 0 19.70% (P1)
RIM 439.50
12" JE IN
427.10 (S)
NE 16 -H
S T + L YONS PL NE
12" JE OUT
42Z 10 (NE)
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19+60
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
20+00
20+40
03/2025
20+80
21+20
D.R. STRONG 1
CONSUL TING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
N0.
21+60
CITY COMMENTS (03.11
CITY COMMENTS (06.2,
REVISION
22+00
22+40
22+80
BD 04.02.251 YLP SURVEYED:
BD 07.03.25 YLP DESIGNED:
BD
DRAWN:
PHB
CHECKED:
YLP
BY DATE APPR APPROVED:
YLP
23+20
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
23+60
24+00
460
OC TY OF
OR
RENTON
Planning/Building/Public Works Dept.
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SEWER MANHOLE NOTES.
SEWER MANHOLES PER COR STD PLAN 400.1
MANHOLE FRAME AND COVER PER COR STD PLAN 401
UTILI TY CROSSING LEGEND:
rSEE 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.
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
S-433004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ASOOO&I
IL
yqi 08/07/2025
Q
WASTEWATER UTILITY + LU
jstowell 08/05/2025 J
Cl)DATE: V
SO LE R RA 09.16.2024
STORM PLAN & PROFILE PAGE: OOK:
PAGE:
DRAWING NO:
10823, 10815, 10824 145TH PL SE C5
RENTON, WASHINGTON 98059 SHEET: 5 OF:1 ^
DRS PROJECT NO. 23033