HomeMy WebLinkAboutS-433005SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M.
SOLERRA
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LIj
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a
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41+00-
- � A
480
475
470
465
460
40+80
a
TRACT B _
I
T
II
CB 9, TYPE 1 fj
STA. 31+87.70, 7.63' R
` RIM 469.55
12" IE IN 464.92 (SE)
12" JE OUT 464.92
13 f
15.00 _
PUBLIC
2
STORM
EASEMENT
72 1 I/ / ". a 4 8" 00
1 _ k�x
a Q
a / CB 10, TYPE 1
° . STA. 42+99.32, 15.17 L
RIM 468.10
VV / 12" IE OUT 466.10 (NW)
0�/
CENTERLINE OF ROW
35 LF 12" DI 0 3.36X (P10, PUBLIC)
NORRTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
mm
475
---------------------------------------------- ---------------------------------------------------
470
--------------------------------------------------
-- ------
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
41+20
41 +60
03/2025
SR 900
42+00
42+40
D.R. STRONG 1
CONSUL TING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425.827.2423
N0.
CB 10, TYPE 1
STA. 42+9p.32, 15.17' L
RIM 468.10
12" JE OUi 466.10 (NW)
42+80
43+20
460
\� CB 10, TYPE 1
STA. 42+99.32, 15.17' L
RIM 468.10
12" lE OUT 466.10 (NW)
0
5' WATER ESM T. 6° of
REC. NO. 6261951 ,�,����
\ R RO
\ 35 LF 12" DI 0 3.36X (P10, PUBLIC)
17 LF 12" LCPE 0 2.56% (P8)
i
- -, CB 8, TYPE 1
STA. 30+64.18, 7.63' R \ o
RIM 462.71 \
12" IE IN 459.71 (S)
12" IE OUT 459.71 (W)
" v J t
J1+0
-� :TRACT B '0q 3236.17 �cS�
y
■ a � � o 0 2
124 LF 12" LCPE 0 4.22X (P9)i Or
U � W
/ CB 91 TYPE 1 ,
I CB 7, TYPE 1 STA. 31+87.70, 7.63' R \`
STA. 16+86.33, 38.08' L RIM 469.55
RIM 462.28 12" JE IN 464.92 (SE)
_ 12" IE IN 459.28 (E) 12" IE OUT 464.92 (N) 13 \\
° 12" IE OUT 459.28 (N) ...... - - - \- - -
126 yLF- 12" LCPE 0 2.24% (P7)
475
CENTERLINE OF
TRACT ROAD
470
CENTERLINE OF
TRACT ROAD
i
NORTH
GRAPHIC SCALE
0 10 20 40
1
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
475
470
465 1 1 1_- 465
4 LF 12" LCPE ®4.22%g (p9)
12
1 INCH = 5 FT
VERTICAL
__ _ -
_________ ""
CB 9, TYPE 1
STA. 31+87.70, 7.6 ' R
RIM
1 " 1E IN 464.92 (SE)
460
12 IE OUT 464.92 N
CB 8, TYP
1
STA. 30+6 .18, Z 63' R
RIM 462.7
35 LF 12" DI 0 3.36X (P10, PUBLIC)
12" IE /N
59.71 (S)
455
1 12" IE OU
459.71 (W)
CB 10, TYPE' 1
17 LF 12" LCPE 0 2,56X
(P8)
STA. 42+99.32, 15.17 L
RIM 468. 10
CB7, TYPE
12"IEOUT 466.10(N
STA. 16+86.33, 38.08' L
450
2.28
450
12" IE /N 459.28 (E)
12" IE OUT 459.28 (N)
126 LF 12" LCPE 0 2.24X (P7)
TRA Co. T B
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30+00 30+40
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.
CITY COMMENTS (03.11.2025)
BD
04.02.25
YLP
SURVEYED:
SCALE:
AS NOTED
CITY COMMENTS 06.27.2025
BD
07.03.25
YLP
DESIGNED:
BD
DRAWN:
PHB
ONE INCH
CHECKED:
YLP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
AP P R
APPROVED:
YLP
30+80 31+20
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.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 C T Y 0
v j R
RENTON
QATUM
Planning/Building/Public Works Dept.
Ln
co
0
N
Co
O
O
O
O
N
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31+60 32+00 32+40 S-433005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING IL
� �
yqi 08/07/2025 Q<
WASTEWATER UTILITY + LU
jstowell 08/05/2025 0
DATE: Cl)
SOLERRA 09.16.2024
STORM PLAN & PROFILE PAGE: OOK:
PAGE:
DRAWD
10823, 10815, 10824 145TH PL SE C 10
RENTON, WASHINGTON 98059 SHEET:1 0 OF:1 ^
DRS PROJECT NO. 23033