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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C2.02
SDCB
J
RIM=21.24'
IE(W)=20.49' 4 PVC
1901 OAKESDALE AVE SW
IE(S)=20.39' 6'PVC
/
lE(E)=20.49' 4-PVC
I
R1M=20.99
BUILDING /E(S)=20.19' 6'PVC
SDMH
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2RG
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RIM=21.58'
CW
C
1 /E(N)=14.75' 18'CONC
t=
IE(S)=14.66' 18TONC
SDx
SDx
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IE(E)=?? ??' 12TI
CW
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CW
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JEE=�-�x
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SDx
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SDx
SDx
SDx
9,x
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SDx SDx SDx
SDx SDx SDx
1
COVERED
SDCB
COVERED
CONSTRUCTION
Cw
R1M=20.73'
Cw
BOLLARDS
ENTRANCE AND GATE
COULD NOT OPEN
a
SEE DETAIL ( 1
SDCB
- -
-
_
CW
C2.20 I _ /
- - 11---� R1M=20. 8'-
--
r" IE(S)=1 14' 6"PI/
IE(E)=1 .21 ' 4'PV
S89°58'S0'1N 250.98' -A N89°58'50 E 40.00' �
SDx v Dx SDx SDx S �- SDx SDCB SDx S x SDx x SDx-
0 _ ASPH
- - - - - - - - - - - - - - - RET --17-0 - - - - - - - - -
r - - - - - - - I - - lE�=17.06' 12'PVC .
IWII -`
Wx Wx x Wx Wx Wx
CONSTRUCTION I> SDCB x �
x C
ENTRANCE I �1M=20.16'-
SEE DETAIL Y =1589' 6PVC-
C2.20
WHEEL WASH Toff:,,=16.32' 0/W SEP. - SDCB o
t R1M=20.18'
IE(S)=17.14' 12 PVC
I
INLET X I •co SDCB
PROTECTION I I C I cn
(TYP) o. E(E)=17.31' s'CONc x
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spcB
\ R1M=20.15' I 0
�
I I TOP(S)116.20' 0/W SEP.
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LAYDOWN AREA
SDCB
O I I \\\ I I I co
RIM=20. b' 1 v C I SDCB
I I \-_ TOP(N)=15.89' 0/W Sj P. I x x I 2 x R1M=20.09'
V I I \ IE(E)=17.28' 6 CONC
I 1 I I I I I C)
sdMH v 1 v
R1M=20,134' I x o I ASPH
\ I \ \ I I IE(N)�13.58' IaONC •co �co
11-4=13. 5J K18'CONC
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II I x
I ASPH I I
SDCB
/ R1M=20.16' I co _
I \ I I I TbP(S)=15.89' 6/W �EP. 1 co l C c
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1 1 0
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RI=20.65'
BOLT HEAD/STRIPPED I I I y
I I I \ COUL NOT OPEN cn
v
I I I II I 1 I 1 ) I I I I IEN=15.
co p I IE(s)=15.
I II �� SDCBIv) L / I ( I I / J \ \ RIM-20.18'
I I I III TOPS)-4 181 ' 0/W SEP. It = T.
II W
I y
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I� III x
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CONTINUED - SEE SHEET C2.08
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STRUCTURAL CIVIL SEISMIC ENGINEERING
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801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
- STUDIO
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x
0
0
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v
x
0
\ R1M=20.21 '
lE(W)=10.39' 24'CONCI
lE E=10.39' 24 CONC
-x SDx SDx
Wx
v
x SDCB
RIY=20.30'
IE(E)=15.53' 6 CONC
07
v
x
F.-.-.-.
I SDCB
RIM=20.07' x
IE(S)=16.86' 12 PVC
I I
1
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f SDCB V
RIM=20.12'
IE(E)=17.33' 6'CONC I LLJ
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SDCB Z
R1M=20.13'
lE(E)=17.39' 6"CONC Z
I I
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•co ASP[
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I I
SDCB
RIM=20.10'
IE(E)=17.22' 6'CONC
0 1
I I
x SDCB
RIM=20.10'
•co IE(E)=17.29' 6'CONC i
SDMH SDCB
RIY=20.37' RIM=20.14'
71' 12'PVC x IE(E)=17.32' 6TONC
65' 12'PVC i •co SDMH
RIM=20.28'
IE(N)=15.08' 12'PVC
0S)=14.95' 12'PVC
X IE(E)=17.42' 6-PVC
I
0
x
SDCB
R1M=20. I I'
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: SCALE
H PACIFIC HORIZONTAL-RTICALr VD 198�ss�
DESIGNED: AS SHOWNo CITY OF
ML � RENTON
DRAWN:
JAS ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
WCA IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: TBB SCALE ACCORDINGLY
0 10 20 40
1 "=20'
Legend
N 79°33'06" E - 46.81' PROPERTY LINE
- LIMIT - - LIMITS OF CONSTRUCTION
IS INTERCEPTOR SWALE
FILTER FABRIC FENCING ( 1
C2.20
CONSTRUCTION
FENCING TEMPORARY
TEMPORARY
CONSTRUCTION GATE
WEIGHTED PLASTIC 12
SHEETING C2.20
Q Q Ago Ago U
CONSTRUCTION 1
ENTRANCE TEMPOARYY
INLET PROTECTION 1 " 1
CC2J
6
TREE PROTECTION
�^ c 2.20
STRAW WATTLES 5
C2.20
- - _ -
TEMPORARY SWALE
TEMPORARY STORM PIPE
WETLAND
POTENTIAL STOCKPILE
LAYDOWN AREA
R-423817
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING r
Wanders 05/10/2023
SEATTLE SOUNDERS FC HEADQUARTERS
& TRAINING CENTER
RENTON, WASHINGTON
TESC PLAN
04/24/20
PAGE:
C2.05
SHEET: OF: 17 71
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